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HomeMy WebLinkAbout39623 Dawson Chase Dr1F — — — — — — ❑ A — - 0 FE EIM EIF�0 Ll � 1 EIDD DE] �J FE FE11 FE] [71 Ll DEI 0 I:::] ■-- E[71FE11MFp]p INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS ABBREVIATIONS SN STRUCTURALNOTES SN1 DETAILS AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BAG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle Control Joint CJ or r C Clg. CLG Ceiling orSpecifications CMU Concrete Masonry Unit COFF or Coffered or Tray Ceiling COL or Col.ol. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing GALV or Gaiv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal Hard Surface (flooring) IL ILO In Lieu Of INSUL or lnsul. Insulation INT or Interior K/INALL or K/Wali Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Plt. Ht. Plate Height PLNT SHLF or Plt. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or RIA or R.A. Return Air RAG or Rag. Return Air Grill RAD or Rad. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or PUS or R&S Rod and Shelf SO or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPor S.P.F. Spruce Pine Fir SPECS CS or SPECS. Spec cations SQ or Sq. Square SStorage SWW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ orw/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood INDIN HDR or INDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS Ut/p WATERPROOFING DETAILS PA1,0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS pA1.3 PRODUCT APPROVAL NUMBERS REVISIONS 08-20-15 1.00 NEW BASE PLAN AIM 12-8-15 2.00 FRAME -WALK REVISIONS 12-27-17 3.00 2017 FBC UPDATES 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 re rted to the Desi ner / En ineer rlor 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 ill be cc ns deredOfor reimbu sem ntby the Designer/Engineer vwithout advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. owoia ��e� ��s � �� ,, � �r ;✓ 1551 A (3 V zm 0 — a zCN z C 4--' w �V — O W c `u t- = o �� C6 U o0 m w E �� oo — a) 0 M t6 U = ai C N o 00 U oa) " 00 Q rn fl- o o: rn�o B D® N N O V�i N O M C� 00 IW 2NmZ f�' z ` d J °n c i. a w.� ii Q � �- oC- W .� LN �' ° ° w �; m a V>.=_LL s •'� v cn rn � tA W N LLZ O CD V O ��IElitr {; www.F E O 0 F E ^, 1 !� Id`r(Ff!l £ I P tttg.�tG 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 OLIU �Q za <F zoo Z ui w Z aI�m W 8 LU L O O L W LU zz ro �z > Z C\, LL n (3) a J z 0 0' 40-12 ^mOLu '...^/ Ww¢ � <o� o Z ^ pO-2 J WW wo0w Q w I 0 g w G w O Y 00 Q Z 21¢Z Z a o coS L) Q J Z rn 06 J =Lu ,--I a (n o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 3.0 SHEET NO. S O 0 Tr; 02 LO I m U0 aGi z 02 1-1 tR Q 00 2 E 0 s w a TYP @ 1 STORY A S3 H.B.T \�\ 17r o I 286 2 68 I iv \� a D " � N z J � �� -0CLGS3 I I I I I I TIE N N N 1 I I o 16-0-2"'5'-0" CO to 11 I 20'-04" I s I O T. OP W \ \ FAMILY R M I DRYER VENT THRU WALL I I o Ar \� 2 CAR GARAGE I VAULT CLG. - 5-SH HANSON BOX OCARPET A 7 C _ 8 -0�� CLG. I O 00 I I M �\ --- N 16" DEEP @ 36" A.F.F. I I I \1 OPT. C„ 15 CL co 0 - - - - - - - L REF- J '-0" LG. �a d I I I I - co '- `n= EDGE OF SLAB 2" I w 11 H O m BEYOND WALL I > I 1 *- `� I O 1 1 2 2" 2'I6" I I X - - 20'-04" I I co I I I I 1 K / I I I I LIDI I 20"x20" SQ. PILASTER W/ (4) 1'-4T m S3 1 I I I I #5 VERTICALS. 0 2:12 SLOPE 4'-0" CEILING I - I I 9'-6' CLG.AI I I I I � I I I o q O C,4I I I lElI ' ' ENTRY 2'-6" Q GROUT SOLID. (SEE ELEV. FOR EIGHT). 4x4 P.T. #2 SYP WD. POST TO SIT DIRECTLY T I z O , I I I I ILL] G I D I I ,, I 8 -0 CLG. IN CENTER W/ USP PA44 (TYP OF I I __ I BUILDER TO PROVIDE I S3 I I W.H. ) PATIO I I I I I I APPLIANCE S3 L - - - - - - - _ _ - I I I� D W I I N PROTECTION WHEN - G T - -__-- - - - '- 6 CAF E C- iJ -. -- - I REQUIRED PER FBC O O _ o q O u) I I _ v C° VAULT. CLG K 6" o CARPET 11 16'-52„ I I I 8'-3" S3 -104" 6 -8" _6 3068 '-0" c� (4) 2x4 #2 SYP STUDS FOYER O I I `�° I t'? I I v7 `r' W/ USP HTT4 @ BASE TILE ►-*4'-o,,l 9'-6" CLG.5'-8' 10" H_ _ AT 7'_4'_ zutI b - I----- B.F.f TYP @ 1 STORY - R&S , - N - R&S --- �o z 00 W C 1 Co 166 A I (4) 2x4 #2 SYP STUDS = W/ USP HTT4 @ BASE N AHU 8'-0" CLta j 4068 B.F. �I 4068 B.F. TYP @ 1 STORY rn 1 U) �c CARPET I ,� 2668 2668 M-11 A _? OWNERS 0. 8, 2 x 8 0, 2, 4, 2 3 74 8 o- S3 1 u BEDROOM M SUITE °° ' :- 8'-0" CLG. 7 5-SH 16" DEEP C 00 N 8'-0" CLG. CARPET BEDROOM 2 O CARPET LINEN C P3 0 8'-0" CLG. N r I Ll = CARPET ) O 60"x36" -� N _ 0 6� SHOWER ,n TI E 8-52" TILE 15'-04" 3 �" 10 10' 4" 2„ 5 3 10'-5" I IBERGLAS TE bo i• F URROUN AC PAD 31 O O 0 P BERGLASS o IURROUND � N '� I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 114" LVL 2.OE Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20X38j 184X37q S,H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 18jX624 S.H. 16 20X72 184X714 S.H. � 32 27 1/4 X 26 26 X 25 4 S.H. j 33 27 1/4 X 38 j N/A S.H. 434 27 4 X 50 i N/A S.H. 433 N/A 26 x 37 1 S.H. z 34 N/A 26 x 50 S.H. 435 274 X 63 26 X 62 1/2 S.H. 436 274X72 26X711/2 S.H. 22 37jX26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 X50 36 X50 S.H. 25 37 j X 63 36 4 X 621/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 jZ S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 I -28.0 +26.6 I -32.2 &G SEE SN 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 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 H.B. TYP @ 1 STORY 25-SH 1ST FLOOR LIVING AREA 1555 A S3 O LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 31'-2" 22'-10" TOTAL AREA 2005 INSULATION REQ• LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) n z_o zC)Fa z� Q J I� z to w •O w o c6 U o 0 m N po ~ U N :O M _ 4i ) O o0 L- � o Q o°Do 5 to 0- o M uO 2L Q O B D® N N O UU) Z LY C!C? _i �zg ch LU V> E - o P Z 0Co �s ¢ O m E � � LLMU) W1'dAg NN�j 01�1'l1�' a�ww.FI75EI1[c-cam - • , ❑ r' Fp • •bo d • `' UA U, 9\ ••O �l�`�'/d •,�� ,, F E S �t r/rflt f P 111@1�t�t''b. 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 - Residenbal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za fa W<�� Uz00 or- X Z z �owLj a _j 8Lo� 8llJN f11 u Q �- zz L 0 }u fz O z �/> ILL O g LPL Cn J v0 V T 4¢ LL p0O L / r Q t'V rl J Z<z dqu ¢ o��0 z ZLn ,�o�o W ¢ z U W U ~�a 00 ¢ z z z ¢z� 0° 11 Z lJ.I = J 0 ° 00 g ,-I �. o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. 1.0 I J rn Q 00 Q. n" 2'-84 o 0 c� MIRROR o h i i � � I s I 0 BATH 2 KITCHEN ISLAND J,_n" 8._53" OWNER'S BATHROOM 6-0" Zn 0 O N [17 OPT. REF. 0 M KITCHEN I b Cl) O. iv LAHOOD CV RANGE KITCHEN INTERIOR ELEVATIONS FI i, "0 ;x v � M O — O Z N QQQ Q Jj V nv L U OW 0 m W F� N a7 C M C0 O O N b c n 5 � o D o QCD M<o R ®. NN CwµV N N So,oN0 Z g U) Z W M Z W Z r� C a W g w LU W O 10 Z r• O y C � � � � LLz co 70 '`mow v F tea-' �+,✓ � : !� :• (X) of3 U 4yQ 0�r x °�°•. 0 . C � P �d���9EEtEtt1 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 ao za W¢�� U : 0 z b Z QX �0wZ r/ V) J 22 2� J J i Q` 0.aao OL'p o U W (Uw ao Xz ZZ QLDc L �o w J W U U = _ � LouoQ Ln .. L) W$�mo„ O d ow .r.� ^. '.. 4 W Q � QaW fWW- g W O Z C 9.z r � LL J L� Z o= U —Uj W <C Q Z WW ~ Y Q �w0 W z 00 z L FYZ m Im y I 06 Z � W LUJ = v) o V a rn T-a a I V) o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 2.0 0 60 b 12 5� 4' RIDGE VENT ----------1------------------------------------------------------- 2'-0" 00 12 �� 5 3 TAB SHINGLES. ROOF INSTALLED AS PER -- MANUF. SPECIFICATIONS ------ ----------------- --"--- _-- --- ------ I SMOOTH fTEXTURED I HEAD/BAND I D [[7::1 r7 171 M --_��f- _1���� --- -------- PRE -ENGINEER TRUSS 12 5� i REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. ---- 5/8" TEXTURED OVER - MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL — PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR -REFER TO STRUCTURAL PLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS --� FOR FOOTER SIZE COLUMN DETAIL 1/2"=1'-0" FRONT ELEVATION - B1 SCALE: 1 /4"=1'-0" 12 5 1$' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------- T.O.M. HDR HGT., TEXTURED CEMENTICIOUS FINISH ON C.M.U.bo _ (TYP.) to 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 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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. ;l (9 t2 Z M O O zQ0 <C 13 U, 0 cry � w •V — O U-J! Lh V) O U o m N W pEp H U mM M @ a M /S O N o w LL co a / 0 oo � o Q a)Lo fl o cL a� Q o 8 ®® CN c'B-D C V N N Z W M-c' �o � z U II• ..�-. (h 00 o �l � � w W W z Q ♦A 'm o cv O pa rI e F 8 L rj •. •• i .s C 1 00- ....F t 04 0F£SS�O �\ It ret!!i6!!tIlT�'<< 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 �o z S fF w ¢ as EL �zao O Ig— Eu rTyC)wz ¢' J a© co 0 OLLLo Uw J Q] ti @' i w zQ r U zZ j W g o z g2 < ~ o 0 0 S o_ t1') z � ' ^ O xma N � L Z ¢ w Q A Lu 2 Z Z ' 1 �-1 2Q£O w oa J ¢ww=5 rYo Lij a ri 00 Q Q Z ¢z r�/�i Z o, p °o m Z = JR a O 00 Lu rn ,--t CL cn s SCALE : AS NOTED DATE : 4/12/2018 TECH: M3AMES VERSION NO. ■O SHEET NO. 3.1 02 a E E 0 S A' co N N -r C 0C T.O_M_ _1 — — — — — — — — 1'-0" ff�_7 18' RIDGE VENT 12 5� 4' RIDGE VENT 12 �5 OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF —L INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O. M" -41 TEXTURED V-0" 1'-0" CEMENTICIOUS FIN. ON C.M.U. ` — TEXTURED (TYP.) 2'-0" ol 9 CEMENTICIOUS FINISH ON C.M.U. 2" x 4" SMOOTH (TYP") TEXTURED SILL / BAND F.FL. REAR ELEVATION - B1 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. r,. yG { 0 r Z M 0 eC) E3Q.. U) zC: W O °� C F- U v, � C> m W E ~ s N N M 2-0 M o €o U J__ LL_00 �0 4 rn Sao rn ¢ o AI D. NCBDC a N N .w rn m V m rn � oNo LU Z z Lu _ v cC Z 0 =q Q) 4 WLLM ' t DSE136,LtO • e � oo• j f� o 5 R O F E S S\ O� \N% Z, lj'rl1111! I l l ii11t00 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 LU za vJ Z w zaof ¢ K 0 �400 z _O z f-- 0WZ 0O �w ar.w� � Ww ��o W J zz L Z � C/)CL z U � LLI Qwz 0 J Q w �o� /� � L / � w�ma T� zaza w o�.'� Zf< Z *—I o LLJ a W Ln T"I LU LU c G Q =azo cn I— � U Q C z /7'� W t-i Q Z Z UJ C ¢ S R CD Z o J7) O 00 � = a ,-4 a cn S SCALE : AS NOTED DATE : 4/12/2018 TECH: WAM ES VERSION N0. 3.0 SHEET NO. 3.2 no 2 �+ `� IN 2„ N 0 - CD 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY ~ COMMUNITY SPECS. IF NOT, f�11+ DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" TIN N 0 _ rIN M 3z" 11" 32' 12" 14 1" RADIUS „ 1/2" 3 112 RADIUS 3/4" RADIUS a 1/2" RADIUS 1" 4" 22" 12 1 1/2" RADIUS 2 1/2" RADIUS CAP _ RADIUS VARIES VARIES VARIES VARIES 1; N r fD BASE � CAP iv CO 1" 1" 1" 1" iD N BASE 4" 1" 3„ 34 q moll Tv MT all 4i„ 4' 2 � � N r4 SOD N 3„ 2„ � M�� M'C'I' VARIES 12' Z 1'-0" TN T 1 �„ 3„ * NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2„ 2„ EDGE OF OPENING 2 L 8" 2" _ ' 6' 1" 1'-4" 0 1 f� '�'� W 1-1/2" THICK W 1-1/2" THICK 21„ 4 'Iv IN +-I M fl 101,IN 2„ 4„ 3„2„ CV iv 6n 2„ iv CD riN rc i M 2a' - _ Oo IN 4" 1" 2 w Q 1-1/2" THICK 2 -4 1,„ 3„ 12" N r CV 22" 32° *-1N M = ^M ^M 52' 1'-5" 52' 51[" 4 i ` VARIES VARIES VARIES VARIES 4„ iv 00 � - { 3 2 KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING 4' L a o INSTALL • FIN. LOOK • FOAM/ ACCEPTED KEYSTONE F11 00 OPTIONAL 4" WINDOW OPENING 4" 4' OVER STONE, TYP. TO HAVE TRADITIONAL & SMOOTH FINISH EPS MATERIAL IS 6" 4" ZV CV 2 VARIES 2" 00 CV 1" 1 j- r 00 O c - NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH . FOAM PS MATERIAL IS ACCEPTED E 3' -0" 4" 3'-0„ 4„ 101'-4" 101, " 14� 1 64„ 14, ;- 0 T CD 04 04 i IN 12" 53° 4 2'-1" 1'-1„„ 2 4 A T n 1, 4„ , N N N (V 11„ o GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH J.'.I ' _ Y U Z o z Q a t1J • 0 Lu � T) t � 0 v ' o0 m Lu E— N M T co N MN S N P. 0 P. O / y 00= LJ. co 0 <C rn in n CD Lo rn Q d s® N p M O) O N a ; Z . ■' M� d i� N m z w Z Lu N � Lu V > UA o _ Vo¢ N otio o p Z Q "'Lu Q U u Li Li W W W.FDSENG.com co 0 CV C� C7 r` C% it c m s LO g 00 Z co m a2 00 E s 1.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL #14 copper to lights & outlets t 200 AMP #12 copperto 20 amp ckts 10 A #10-2 copper to WH 10 #10-3 copper to Dryer METER II MO -V 210 or 4f0 SER Alu 200 amp 150 amp IT POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 ���////// CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET F HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH & THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �< FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I� ELECTRIC METER n ELECTRIC PANEL _I DISCONNECT SWITCH SPEAKER (OPTIONAL) ^® ^ ROUGH -IN FOR OPT. CEILING FAN �1> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER VERIFY LOCATION IRRIGATION ELECTRICAL PANEL F GFI @ 4 "A.F.F. I I \ OPT. I I I GF D. W. \ I I I FAMILY IIIIIIII�Il�I i — — --- — � 2 CAR GARAGE RROUGH -IN FO\ `\ \ I I I OPT. CLG. FAN/ GFI \ _ Q I I I LIGHT PRE -WIRE - OPT - - I I I _ _ _ _ d_ _ L REF_ J `\ 0I GARAGE I I -- _ — ` i3'-4 " GFI @I DOOR I I I 44" \ GFI A.F.F. Q w I I I � GFI GFI J 1 I `� � _✓ U.C. SWITCH — j FOR DISPOSAL I I 14 I I I I 000l i I (/7•( I 1 I a 1 I 1 I zo I I I ENTRY I FBI yI I I I W.H. I I I I III I GI�I GFI@44" L------------ PATIO I I W ` , A.F.F.--------N. — CAFE ; G—�,� -------- �"� I GFI � 3 3 T 3 DEDICATED RECEPTACLE — I I FOR MICROWAVE RANGE j \ HOOD PER SPECS � ` — \ FOYER — �j••C I I 1 I I 00 1 WP I I WP LO I 1 _�---�� GFI I I GFI 1 db ------- W I i---------------------------- C. I C.M S.D.qp I� AHU I S.D. S.D. OWNER'v7 RECEPT BEDROOM 3 SUITS/ FOR I ROUGH -IN FOR SALASTEMI OGHTPRE--WIRE BEDROOM 2 ROUGH -IN FOR SC. ' G JIn A,rLV CLG. FAN/ LLIIGHT PRE-WIRI DI 4 , ROUGH -IN FOR OPT. CLG. FAN/ WIP LIGHT PRE -WIRE \ \ GFI , VP AC PAD FI VP o► -- -� H.B. MAIN FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" t M CD z_CD Z Q +Z U) z CD ncL'n Q) y W �o �V — O w m F- �� U 0� m N W E I--- o Mal— U M (A M N = aqi�� O _ U qqqnSj �u_co C O Qrn in o 0 �g-� rn Q o B D® 8 N CAB D C N-. N �� z uM omz fy z° U) Lu F J -T c Im �n " o o W w W "iQ N w a W 0 � cl W a CN - ¢ A O v U iJ WWW.FDSENG.COM co c CV C� M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 to a f UZOO Z UZ Z �oWw CL o��o C) �� � 0 oLn L Z O W Z Z J �� a Lll eL Za O O o00 0 'I L.L fob ..�.. L^ Z Wilma °d W�o / .J....II Z Z 4 W< G ¢ L Q ~� Soho Z Z W LU TLr)-{ LL.I F ZLU o 2: Q �wo ri 00 Q Z wOfz ri Z a o 0 m o g = of rn ,-a a cn s SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 RIDGE y d J■ aim ATTIC VENTILATION CALCULATIONS — B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQW. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) 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"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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. (D V CD 0 to N z� Q .J V) C9 LIM w �V - 0 w V) o C, to o ti m cm, F— EEo U aM M C Co N -0 cam') _ O o No 0 �o �aa ¢ o B D. Nwe N �O ►A M O��j W �vLU U) C C] 0? -0 co - �o �F W � W N F` w 100—' W ¢ Z C3 V 0 o caca LL cc W NaM a N p WWM G.CO Li 5 `- 0 �. ' ll\ / A :" Alf, 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 �o as TYP @ 1 STORY 2'-6" x 2'-6" x 1'-0" TO" A W! (3) #5'S E.W. S3 U.N.O. H.B.t I --------.----- - --------I- --- ------I— ----� ■ " N I W I • I I 11� OPT. D I QPT. vy 1 TYP @ 1 STORY I I =•-- --•--- _ _- � .-. tr -_. _ _. _ _. _ . _. 31/2„ SLOPE? I i C�, U.N.O. r_ I I l ;n n A 1 ' io II r` S3 ■ I I� : I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM CHASE TO I I I ISLAND BUILDER TO PROVIDE J M W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN I KITCHEN ISLAND I I LOW WALLS S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC I HOOKED FTG. DOWELS 5" EMBED "GRADE ram- - � W/ 25" EXT. ABOVE SLAB 40 I 4'-0" I STEEL" 25'-6" I II 1 20'-6 1 11 6-8" V-4" 10 STEPS AS REQUIRED II r==�la I I I II r `�Illo I 1 I l h L- Jlli I T-5" T-1" 5'-8" PER FIELD CONDITIONS 3 I I I11(- -1IIIZ ( PROVIDE 1 Y RECESS I II II - I : 'c8° I I K CC 1 CC 0 2'-6" x 2'-6" x V-0" -' W/ 3 #5'S E.W. T O - iD ■ , FOR SGD. REFER TO I I Ll= _Jjh iv I I I r - - -h 1 ; ; , \ W.H. S3 I S3 S3 I MASON'S SLOPE FOR I WIDTH I III D.W.I C,J I III III - _ - - - - -L -� — r° -- o ..... " O S3 I 1/2' - - 16--113' I 8'-64' —' _ _ _L — — — — — — —� ■ T 1/2" SLOPE I 3 -3 2'-6"x2-6"x1'-O" 7'-1g., 4,_8" 3-1/2" MIN 3000 PSI CONC. SLAB FOR W/ (3) #5'S E.W. PROVIDE Y2" x 9" I iv L S3 00 v HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR d ■ : 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4' 1 1 MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. T-8" 4' 4" I I S3 I. ; ■ ■ �' �' :. ............ J . 1 01-01, :: �� sp. A 10 1 T-5$" 36-6$' TYP @ 1 2'-6"x2-6"x1'-O" I I STORY U.N.O. W/ (3) #5'S E.W. 1 ' CJ CJ CJ —CJ -I • 1 // HVAC CHASE �// ........: . ���l i I o // BASED ON LOCATION 11 I III ■ �0101, I 17'-2$' 2-4- 2-4-2'-118"II 1 ' L 4 I if bP ih 0 1 v / N _� j I I ri to t� , ��yl HB. -� TYP @ 1 STORY A .U.N.O. �{I' S3 3, 5g„ 2'-68" 6'-0" 6'-0" 6'-0" T-10" 4'-2" 3,_28, 2, 98, 6-_0" 61_4" T -.I 1 :-li .'iu�. l U GiIW! :, IMLA, ris.17'i rLe ir: 1 1i 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 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W J • ... D_ CONTROL JOINT DETAIL SCALE: NTS #5 CONT REINF. SEE • . ; . _ • '�_ FND. FOR QUANTITY •: ; ; , ',; ' : ; r #5 X 25" X 25" CORNER ^•• ' �•' ' �•' BAR ONE FOR EA. •• ^ ' • ' ,•'• HORIZ. REBAR, TYP. ., , . , :. U.N.O. • ., -Alternate: reinf. bars shall be • • • - • • • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS z a _ C> z� z a V) (D w •O IU v 1 - V m N W E �8 0M M O O N 0: v < 0 Ib �fl-o Q rn =n g- v gi Q d B D. O =h O Vl W � t: Z _ W N J -' M Y� r j W W I� d LL LU rn �u UZ � ems M Z a 2N- Q Q WWN W DS t t#f�f.tlt31=t�,se,. 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o z¢a w¢0�W Uz00 Z L9 �ClwZ �000 z 8W12© m Q i J zz Qo r G C,� Q O '43 C O U �_ �..'� z opo L g m Lr) O o tr .� �Aj L I � ,L $7 m a O J Q 20u-0 z z rl ia2ti LU •• -I G Q LIJ Q z It 5 a z 5 LL F¢ Fop �Q2 MT I W In z �zo �i O 0° oo z g LU W � ,- 4 a cn s SCALE : AS NOTED DATE : 4/12/2018 TECH: M)AM ES VERSION N0. 10 0 SHEET NO. 6.0 3 N N N W (2) A CJ > r U LO Cl) U U A CJ 1 CJ3 CJ5 EJ7 I EJ7 EJ7 EJ7 EJ7 USP HD41OF w/ (10) 1Od NAILS 3/16" TAPCONS TYP. BEAM TC ( (2) 2x12 #2 SYP WD. BM. w/ 7/1 EJ7 FLITCH PLATE. BOTT. OF Bh 18 D1 FG1 TYP. BM T COR GE1 FL ; W W M M m m m m m U V y`�j'L�U U CJ3V CJ5V EJ7V (2 CO Q a .. d' Q ~ .... r Q ..... M Q O .... .... In Q j / / 1 ! -- .... :'.:: r Q I— Q (2) X I u I EJ7V EJ7V EJ7V EJ7V EJ7V a EJ7VA B' EJ7VA *' ¢ •+— Q O ' EJ7VA -4 EJ7V Ini Q O ~ a M Q Ln ¢ EJ7 r Q EJ7 (Y EJ7 /J5 Jr r U ICMU 6" OSB I. @ T-O" D CO. NER UPLIFT CONNECTION CROSS-REFERENCE 4/12/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 112" 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 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH. 120 10dx1.1/2 J HTT5 4350 3740 5/8" ANCH. l 26 1061-1/2" HTT5 3225 5/8" ANCH, I(28)10dxl-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 378 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d p HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 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 ^X^ HTS 20 1450 1245 24-1Od 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 HCP2 645 555 12-10dX11/2" * 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) (A) t+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R� 1 OR CONY LEDGER —(A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. 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 SEE 3/S5 FOR STANDARD GABLE END I , i 7RAMING I I I 1 2X TOP PLATE TO GABLE END W/ 16d J NAILS @ 6" O.C. + + + U- 2X4 STUDS @ 24" O.C. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN C9 �_ Z M — o Z z Q a Q f"6 p 'u — O w C/) = m 1E C) y 0� m N w E mM M S N C) �' O O p w " Y Q c°O0 0 Y i:z- m Qv rn Q o Al1� B D® NC `�- ♦♦ N N10 0 N ; Z LU z LU `� N� N a w Q O g o"C, w LL a 04<M Q W N M C Q WWIv- ! if •: 40 F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAmm"' 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa xom �o z¢ :2-7Weir U�o0 Q J oo�ir �oLz uJ 00 t N z Lu m tZ U OtoO L zz ro rr z g Z Q U— 3 C Q E 0 a �W TI u— 000 ^ O W 2 6 J N Z<� �oL Z Z ^ ,—I oo�2 LU rl LLI ¢wW� ,n H 0 00 Q z Z Paz Z in0S m � 00 g = M SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO- 10 SHEET NO. 7.0 -- 7 I ITT ,i aJ:Tfi',10.•LiHi1i1 Ilr I I I I I 1 11i ao . W A� Q 00 E 0 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 11.0 � . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T FORM & GROUT SOLID CV Q O � J � � U O 15 BAR CONT. 8F12-1 B/1T O V LINTEL DETAIL SCALE = N.T.S. EMU F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1 T U a LL� 6 tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS 1. c precast inteIs = 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. (1) 1)REQ'D -1/2" CLEAR ALTERNATE POWERS STEEL LINTEL e q O A A #5 REBAR AT TOP O d .M.U. 2 q° MIN. (1) REQ'D ° 4 1-1/2" CLEAR d ° o a D Z ° GROUT r _JO Q d 5 REBAR AT m T F tr = rn w ° a C.M.U. ° BOTTOM OF rn ? w o LINTEL CAVITY Lu OTTOM 0 x d O Z REINFORCING ¢ ¢ d 07 Z W — 7-5/8"ACTUAL PROVIDED IN Z LL 'n D D 8" NOMINAL WIDTH LINTEL ¢ _' C1 3: w i #5 REBAR AT BOTTO (VARIES) c~n to M a �' ° ° 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 O 4'-0" ILL '-8" LL O 6-10" ILL LINTEL PLAN SCALE: %4"=V-0" 0 t eM Z `g z� d_ U) cn c cn �W �o O w e-- v 22 co 9 m 04 LLt U N N -100 M = 9? ti 0 O 04 U Lv t"co Q rT rp u7 0 .�... M < o BD. 1 r N � Z W N z r j U-�o Izl u' W 6 N a w LL I n o R _2 0_� Z0 - � cc LLrA Z Q my-N (� Q M ._ W N %0@11 \.o� W W E®� • �e ��` C� rLrOo• -� A f' L. \I C�O gr E SS\O .#F141t1,I 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. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O �o Za w¢0�IY U00 uJ ZZ (w(,,,))¢Q o wZW Z Lu U N w oU© L Z Z 2:z 143 � 7 z Q Z J Q U n 4� T� _J , ^ w UO 6 U0CL 0a <Z< (V TI J zor < L Z ���uf w 0 Z LLJ �ooL; = Z o .W_I diLu Q Z ~ ¢ Cr Z W ri Ln Z Z Q o, Z 0 m O 06 2 rn --1 0- cn s SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 3 ■ 0 SHEET NO. 8.0 tl$ e. 00 a r" 0 s 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 PRES SURE TREATED WOOD ALTERNATIVES HAVE BEEN CREA TED TED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION; (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 51TMS 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 OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8, TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft, 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4. 1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-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-1851 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 WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 4.2.3. CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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.C. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-O" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE' 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15/32" EXP 1R STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND IN ERR SUCH SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 4.4.6. CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURERIGN,FABICATEA SUBMIT OF "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4: 4.7. WITHTHE"D. DERECSHOPTRUSSDRAWINGS INACCORDENGINEER DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE T E G H SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1� DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ks1 OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. ACCESSORIES SHALL CONFORM TO: Fy= ITH G90 SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL I GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 4.5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FASTENERS AND TIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PS1 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318, 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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'-W 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 bgxed or formed. BC 7. FR R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpotlr and mortar along the foundation perimeter must be removed be ore exterior soil 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. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material .4 ,, CD t2 Z M 0 d a 13 Uj zCZ v �, W C6 p .0 W V) i� Cl) (� o Co W i- N M m M N�Iqu M O O O Vi 0 ;c u- 00 o0 Q CD 0 LO: rn Q o AI N` B-D C N N O N �N�Z U)Z W` z 2?J - ...� Wr 4 - N� w �QWQLL c i C', (D Q 0 0 tal, U)%o�0 N Z CA M ;_,3 W 4 04 � Q 4 ° a F ��F€lfEtttRt'�4E� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Ronda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz �5 Wo za <F W¢�a 5QUO UZZ �a.Xw aw0'o OWLLo F LU L W z z O rZ Zz CC JLU O u LU U = U seP F o Ln tea= I- rjO�a. o v) Z a Z Q <( Q<'� o 0- Z Z T-i o Wo�� �o'2t= ¢wLL� _j 1-'I L.JJ S rl <( FQ FVa 00 Q Z Z C `Z r1 boa m 0 Z g = J N ¢g rn ,--I d cn o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. S N ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 91 w 15/32" CDX PLYWOOD OR co 7/16" OSB + + + + + . . . . . . . . . . + RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x ` lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack s * over squash=20 blocks and Non -stacking walls � o require additional wall or beam below.* o consideration. Check N local building code for appropriate 1/16 „ in details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side r� 10 -0 at bearing. TANK -LESS W/H m T CORNER OF HOME GARAGE SIDE CD C) no - EIE L 5'-0" STUB -OUT FOR GAS METER O 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'I T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTALL S) OWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL— w Of C> STD. 90° CONT. #5 HOOK BAR STD. 900 HOOK BOND BEAM IIL SIMPS( w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max • � 4 max. 4 Clinch nails when possible Tight fit L (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 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 - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6A 1Y" ROUND HOLE MAY 6,� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2 THE WEB. PROVIDE AT - ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 09ft*3 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 1Y" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. I.0 SIMPS( w/ (22) - NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. y \ 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 7. 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° SEE PLAN FOR °. • .. a . FOUNDATION INFO STEM FOUNDATION GRADE ° r—REINF. SEE PLAN �A/C CHASE 4" PVC � (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN 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 r %Ir%r /rl'lTln A t TI 1r%1 I rA Ir'1 TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION q 4 . PVC OR SCH40 SLEEVE PLUMBING LINE E 4 L d •' 0'4 . d Z �° d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATIONFIr- 4PLUMBING LINE °' d A.I. 4 d° G I "Ri .=1 I :6eti_ 111=� a P SEE FND. PLN. SIZE & REINF. U Z M _ o z° Z a 01) z (n (D 4) C (D a--J w (Z o •O w c o i>3 ~ U o� m W k— o U N M 0)M N 9 C')_ / \ O O N LL CD.0 \r�/ o CD in o <cm 0 Log 0 Q O A 1 `- - N p m� 10 M W ooN Z W M 0 �' z No�oZ U) W a N� w W U Z zz a � C3 Z E C, or` Z N¢M A W aL&Z " � �,1fttQlfill/ www G.c E 1�;\AS -. ;z G o •° RO E E S SXOxk To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z "o W a zz gF Lu zoo U Z Z �owz J X: aw0� (j LL N io ,— > W z z OZ I1- N3 ( az Q o -0 J LU U = �� rrA-'1 C) Lu Lu 2E °C,o IrO—� ' A �(' N ZQo l z Q z z ^ rI�ir� o f " o�E LV 5' 5- a U g¢o rI 00 Z a z Z Zs m 00 z UJ <z rn ,--1 0- (= o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 3M0 SHEET NO. SN 1 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 ---� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE., 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 16" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 T UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT 611= FOR ROOF PITCH 4:12 OR LESS.- �' ��I_I_�I 11=—I I �_ . o . ° .• i_I I-L-111�1' PRE ENGINEERED WOOD I I I I— O.C. U.N.O.TRUSS @ 24 till 11= I I-1 �-I -I � I __I I ►-1I 1=1 III -III -III —III I I1=III HURRICANE ANCHOR ANCHOR @ EACH —I TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G N AILING ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. DRIP GE ,�r _TI 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (LIAs „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL I ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"1 PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2' 12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE "' ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2° x 6 Wf.4 x Wi.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. �31/2" MIN. a 4 ° ° a 4 a a 4 ELEV. 4-3 1/2" v ° a a A.F.F. p ° _ ° _ ° a 2x4 COT. b. _ _ o - I I-III-11 r I'J 1/2"(min.}- 4" - D ° / ° LL=1—IIT t31/2"(min.)- 4" I — _ — ��I I - ... �T ° �._. .• — I III —III. a a `„ 31/2"(min. - 4" 111=111- =1 I �I I P' 31/2"(min.) - 4" GARAGE DEPTH VARIES ° ° _ I I I "�~ I- ° a I, i_ l I i III-i I I_I 11 I i 1=1 I l I� I I I III 1 I 1=�—► I I I I I_I I I ;,111-1 11= I -�1 I-I—III-11=1 I I—, a g (2) #5 CONT. 4 1 I i 1111 I, -41'8�, (2) #5 CONT. t Iil,_41,1 I —I 8, U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL@ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/1 S3 "SHEAR WALL" SCALE: 3/1 S3 SCALE: 3/4"=V-0" S3 ,) ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Zx S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 10 rn\���o0 8"&'X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 1 BLOCK W/ 1#5 CONT. Pr 1'1 P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT �8" C.M.U. TYPICAL /�— TYPE "S" MORTAR ARCHITECTURAL FINISH SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. LT LIFT ON (IF NO@ WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS �'P - N N #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 6 1/4"x31/4" TAPCONS () SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED PLATE WASHER TYPICAL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I_ 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. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS CONTINUOUS TO FOOTER BELOW 90 FfOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR #3 OR #4 REINFORCING BAR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6 MAX FROM END OF 2" x PLATE D 1x2 PT WD FURRING @ 24" O.C.—/ a GRADE - D D . D GRADE 40 MIN. Fy= 40ksi ° N— z_ #3 & #4 LAP SPLICE =III=III=1 T 1�_ p FINISH GRADE °O [GRADE 60 MIN. 16011 a 1=I I1=III=I I p 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL z M — — �, D 25" MIN. LAP [30" MIN. LAP] — D °' — — — — 1=IIIIIII II��II • CELLS SEE ° w = U.N.O. ( FOOTING MONO SHOWN o D °o o FOUNDATION PLAN FOR CLARITY ° __ _ 6 MIL VAPOR BARRIER f-1 I (I D I1=�1—�I I —I I O° 1— _ _ I [-1 �1=II III=, #5 REINFORCING BAR R 1 7/8' FOR LOCATIONS) I=III—I I I I—� ; _ N z 1x4 P.T. BASE NAILER ° D III=III—III—III—III—III- ? I f D ' I I=1 i I —III I ii r #5 LAP SPLICE 4°x4° INSPECTtoN P ° =1 I—III=III III=III= I I I • III —I I I—� 11=11Vr 31/4" BASEBOARD PORT AT EACH NOTE g ° III —III III=III9 I I I I I- FILLED CELL TYPICAL FOR BEARING WALL =III—III=III=III=III= rN COMP, SOIL. (COMPACTED TO " W/ UPLIFT ONLY _ _ ___=1 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR III— 1=III=III=III=III=III=1 I I=1 I i=l I =III=III=I i = I E I I=I I D1557) MIN PSI MAY VARY PER cn =1 I I —III —I — (—I I (=I I (- I —III=) I I —III I I (—I (1=1' 4" 1'-4" 00 MUNICIPALITY. TO CUT BLOCK OR POUR "—ICI—III=III_—�I �IiII�II II�IIiiI� �II-III=11� CURB DUE TO SLOPE CONCRETE W14XWI4WWF W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR M "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. v M _ I I11 6x6W1.4xW1.4 D 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR D I I— I= z r min.) 4" o BARRIER ° a GRADE COMP. SOIL. ° ao (COMPACTED TO 95°lo I T 1Tr—�i I I— _ - 1 t #5 �REBA wl/ OPT. MODIFIED PROCTOR 1 T=11 [—I 1 I f - _— _ — 0o ASTM D1557) ' -III„ I=�1 I1=� I OPP& N ENCLOSURE 3" MIN. CLR. - I I III—�=1 I ' > (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) i TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L � SCALE: 3/4" =1'-0" S3 J SCALE:3/4"=V-0" S3 1/2" GYP. BD. P.T. 2x 00 00 2" HOLD GYP. BD. 1/2" FROM SLAB o OPT: DEPRESS SLAB 5 Y2" Ol Q CONT, BEAD SEALANT (D ]F:j::J�� DEEP AND 6" BEYOND BLOCK WALL BEYOND— INTERIOR DOOR TO RECEIVE = PAVERS / DRIVEWAY a ° a —� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. t�" )� TENSION 120#) CONCRETE SLAB °a C ° _ — M 6 MIL VAPOR —1 I I —I I =I I—III=1 I=1 11= III- 41' 41' INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 c CONCRETE PAVERS SLAB 14 O.H.D. RECESS z v�i Nj E2 r s I ,I I I=I_L =LI I A. .III —I I I =III • �� .III=1 I I �.a. , . ; • I j 1=1 11�1111 <. Ih. I SEEA/S30RJ/S6�lli11 Ii�llll,,, I1 00 FOR REINF. INFO. 3" MIN. CLEARANCE N 1'�8:: (1 STOJR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'" (2 ST00 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS d r co A ". N r� M .'' I I I� 1 I 1=1. �..•.. a '• �a' •J rI I SEE A/S3 OR J/S6L- FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BARRIER SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. C.0 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18iD1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DR SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT � d. w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 -c\" SIZE AND REINFORCEMENT) - M WWF OR FIBERMESH BRICK PAVERS or SLAB PER COMMUNITY SPECS �' I III=III=III—III=1 I I I I I=1 I I 418 Do -10 j LU z �Lu 2 zLU TAPEREDAMING rI 1"I 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. 53 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO (1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT. 8'-6". (2) ROWS 2x BLOCKING @ 3rd PITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 - WWF OR FIBERMESH r :� DI —I I1=1I1=1I I� 9 ,— (2) #5 CONT. =I I ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES ° 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 , S.G.D. (U.N.O.) � I r �F OR FIBERMESH T j I Mco CO 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 - -� =` '— "" ' MIN 7116" O.S.B. SHEATHING -" =4'' 8" J z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE F SEE TYP. WALL SECTION FOR ADDITIONAL W 6x6 P.T. #2 SYP > � SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. r ' M co RADE a _ c� III=III a.—III=1I1=III—I' z� w o w w 1�1=1�1 III=1�1-1�1 z 00 IIII=1 ! 111 • °a — - M�� FOOTING J III I I_I I I—III—i I I —III III —III —III_ II,; III�iIIIllillll�j1111 „�I=III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U z z c to C,i} w CCS •V — 0 w iT r U o m W E N M Z O o 0 C.) t"-m �� Sao �a4 N.G B.D C A N N .w O M Z W MNi�Z :� z � (� ,�> K> OD C a ixi s if.� �,j w W Q� N v A10 z 0 P, w o � _TLIo W N Q M N �F�p�oeg ! /� o WWW.FD I • 00 (spy �r�'I� E `�O �11��OO ��� (��FEBS' f �f IIIII I I I (M4ll�� 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 I Tampa, FL 33607 www.LennarTampa.com oz 0 �Q J �zo© zw W 0 aw0� O��o i J U o 0 OJ Jr- - ' ^ —� UOama J r-I L.LI cn ¢ Z o U W Q Z � Q Z W J � © SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 3.0 SHEET NO. , S3 (MONO) TAPEREDAMING rI 1"I 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. 53 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO (1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT. 8'-6". (2) ROWS 2x BLOCKING @ 3rd PITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 - WWF OR FIBERMESH r :� DI —I I1=1I1=1I I� 9 ,— (2) #5 CONT. =I I ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES ° 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 , S.G.D. (U.N.O.) � I r �F OR FIBERMESH T j I Mco CO 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 - -� =` '— "" ' MIN 7116" O.S.B. SHEATHING -" =4'' 8" J z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE F SEE TYP. WALL SECTION FOR ADDITIONAL W 6x6 P.T. #2 SYP > � SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. r ' M co RADE a _ c� III=III a.—III=1I1=III—I' z� w o w w 1�1=1�1 III=1�1-1�1 z 00 IIII=1 ! 111 • °a — - M�� FOOTING J III I I_I I I—III—i I I —III III —III —III_ II,; III�iIIIllillll�j1111 „�I=III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U z z c to C,i} w CCS •V — 0 w iT r U o m W E N M Z O o 0 C.) t"-m �� Sao �a4 N.G B.D C A N N .w O M Z W MNi�Z :� z � (� ,�> K> OD C a ixi s if.� �,j w W Q� N v A10 z 0 P, w o � _TLIo W N Q M N �F�p�oeg ! /� o WWW.FD I • 00 (spy �r�'I� E `�O �11��OO ��� (��FEBS' f �f IIIII I I I (M4ll�� 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 I Tampa, FL 33607 www.LennarTampa.com oz 0 �Q J �zo© zw W 0 aw0� O��o i J U o 0 OJ Jr- - ' ^ —� UOama J r-I L.LI cn ¢ Z o U W Q Z � Q Z W J � © SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 3.0 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 ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" TO DRAIN DOOR OPENING DOOR OPENING _j I I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER WTO PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) 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 —� K 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 2 NAILS AT EACH STUD 0 N 2x P.T. PLATE r` 5/8" x 10" "J" BOLT @ 24" O/C MAX 'n W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 0I AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN co FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB EZ TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) --ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. L-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑Fol ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 11 a a a 4 a a 4 a a 8-1 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 Ir NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X91/2"PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL—BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J X w T 0 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY :.;.' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a4 '114 a a �__ a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x C 16"1 TOE SIM 10d STL 2x6 FOF 10d O/C DOl CRI TYF SOLID AREAS ARE STEELAND 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 FOP 3 iARAGE IOOR 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 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN��G ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 dQ d. 12 (TYP.) SEE ELEV. SIMFSON SP2 w/ (12)10d v1/ NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS r(BLOCKING EACH END w U �* z a 2x TOP PLATE v 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&,,SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 .t -NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE E BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 wl (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 112"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2,5 wl (10)1/4" x 2112"SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4 x 21/2 SD5 (4065#SPF) ._.-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2112"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & - NUT • FOR HDU8 USE 7l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT a • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON 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) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (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. i U v z M 0 — o zN z� Q J (n z C1 Ln (D (1) cn 4--J w Q •O w V tri 0 >_ U mN w E �- — 8 aD <n � M c`n _ E2v o 00 U 5� �o co (0Qo atr L,g:s �r B D• N �D m W`—� Z M N m z w z — F- J 2? C U)R t LL o W W a 9' a a��' W V O C)M Z €� `° W Q Name � a O v U O www.�i$f ❑ ❑ % W � . C. >� •w\ J E •• e� _:� f ' F 4. " ft�t`t(tldd3tftili�'� 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engine s signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z 0 U z¢ a� fF zaa W Q O 0 0- oo�'x ��oo Zwz O J J oo^ w�o U Co b� @ m �- Z o I..L �Q a �.� .9 U = U) F_ Q r L Ffi yat L .... 3i ,uA, I ' 1 , iW o d QZQ N �-'-I 0 Za W z N ¢¢f� 8 0=, Z �--I o < a W J LIt7 r-i LU _ a � LJ ! QWo rl 00 Q Z W < 0 i �ZJ ZQ yL cgi o , m O 00 CO a LV J rn a w ^ o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 1 0 SHEET NO. S4 I i i a. il.b.':alil . 6IJ J'.Ild i l? 1 .11111 1 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18} FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX, 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACEo 0 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @zNz BLOCKING — -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS GA AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) Fill P FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) wl MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4)1/4"x21/4° SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR N N r SEE STRUCTURAL X-BRACING, AND TOP r "' ' NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION `° °° SHEATHING DETAIL 111,2 11 ,. 2"x4" CROSS BRACE WOOD TRUSSES � 60 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1. EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS /� `t��]I� NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT I I „ II (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" L IN OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C (2) (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL Iq 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS xzz 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4 x4"CROSS S BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END " ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2X4 PANEL BLOCKING @ 48 O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C x SIMPSON HGAI OKT w/ (4)1/4"xl 1/2*'--' EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION ("4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANELS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g ADDITIONAL INFORMATION. 0 0 00 LO MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT a '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri I 00 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-/ 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS o � 3 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) i 6.9 MAX. Cn E S5 0 `v C cc V v 6 S5 CA i CONT. BEARING GABLE END BRACING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES rTOE NAILS AT EACH END @ r 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/G GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU ---- �. Lu 0 1 o :4 - w o w m o o 0 � w I\q o o Y- X ¢� o o 0 FrL w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 a g LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2x4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d A7 PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 010" - T-O" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING -MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS IiVIY I . VLf11l11YU GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Lij a _ �qCl Y CORNER JACK < w z O c) HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION zm Q z� O Z -- zIon to CD 0 w (>0 p 00 ` c o �� ��(6 FaOJ Ew M winr�MUCO a; N O 3i u_co o[-- 0 C" co �Q rn¢ o B D® N.CB.D•C ,11� N N goy, U)3 WPMz I 1­°3 "�aQ c a o� U-F,j w W g W ti Q C" n ` OLL rZ rw (U Q �W¢`NI A 011 �! •' � �NIT ca III `'.•••.F1- f....••''q� a st t`p `x, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OOZ 0 �o z C �a tyy- W Q 0 UEU° z 0 Q z towz U O�w w02 2':J we. z L N V� z 0 } - z Z < ¢ N � � w � � Q U = �� Z w 00z8 609 0 � J � �0 W5�ma Li— Z ` z LU ¢¢xg z Z T--I � a 2 L; W In�t W a NF.WU CC G L Q Y6 ~ /� 00 Q Z rr iY z Q o 0 Z ?p Z c7� O �..� i (� ` 6 Z 4 W J� ¢E 0 J ..L SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. S5 3 c 'v x LO 0 LO as m L0 0 LO I 00 o_ Q 3 00 N d n 0 x v c J a`3 c�. 0 c U 0 a a 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION ♦ DOOR JAMB (REFER TO SHT. JAMB(RE 1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 ` PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) ` ' 314" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM2 4 1 X 4 3/16" 0 X 3" LONG FURRING 3/16" 0 X 3-1/2" LONG FURRING #5 REBAR ` � AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12 O.C. FIELD O.C., ROWS STAGGERED 3-1/4 LONG X 3/16 FURRING (TYP,) TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED STAGGETAPCONRED 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL FILL SOLID STD. 90' ` /'� D. 90° HOOK (TYP.) @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2X8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. NAILS 10 R WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4f:�IL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 v J 7 FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS +2 � NOTC @FIRST COURSE' � SIMPSON HGAMIOKTA @ 12" O.C. wl (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. " O.C. STAGGERED a@ 16 2X8 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL ±5^ NOTCH WEB AT E FIRST 2 COURSESFILLED BUtLDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2X8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL 1st4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2 8 ` 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS 41 17, IS 2 PLY INSTALL SIMPSON LGT2 w/(16)16d •. 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) <.: 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2° CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. a SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ' CONNECT W/ 8d NAILS BRACE/ BLKG. .. \_2 N.T.S. INSTALL WDW. SCREW ANCHO x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W 4 ()10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NT INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-13" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NO TE: FOR OVERHANGS LESS THAN 3/4" - 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/ xo�FRygN TO TRUSS TOP CHORD MIN, 4 EMBEDMENT AT 16 O.C. + �E NGTy 1 r-0° 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + BLOCKING AS + INISH FLO ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B-B ROOF SHEATHING ATTACHED + REQUIRED >• t, MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° • #5 BAR as BLOCK HEADER/4 SOLID BLKG. AT TOP BTWN. ARCH 2 0 8 5 12d NAILS SIMPSON O + + SOFFIT .; p D d °' sC ,• 10 e . CENTERED W/ 'P 90° H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP r ® EACH TRUSS o o a .' ' KNOCKOUT / N I '• '; CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B LVERT. E(ND10d NAILS AEA. PROVIDE (2) MIN. PROVIDE 2x • s CONNECTOR �® -� MONO FOOTING � .a b e. x CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS T�f 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 o ° • e ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL _ ° STANDARD o e SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ; 90 HOOK iv #5 BAR IN i TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4/z ' " 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. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° ANCHOR INTO ARCH BLKG. THRUOSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = T-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L O 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3 EPDXIED w/ SIMPSON SET a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & O 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. COURSE) EXPANSION STRIPU LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , p' . � v a A REINFORCING AS FOLLOWS: * - - SEALANT •: • u .. _— _ �) I� I � �� �— < 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - c — — (— M #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL -�; 6 MIN. LAP SPLICE W/ D I � � EXISTING FOOTING 2 #5x6 IN CONC. REINFORCING PANEL .: cn FILLED CELL SMOOTH. DO NO FURROW. c ° a - —III—III „ 1L l4 x MIN. HOLE DRILL 5 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT _ GRADE o. o ITtT SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D O G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i,t Q REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16"MIN. COVER EAWAY 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. j 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 MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4'' =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 V Z M — o -Z:�V Q J a t� z V) (D Q) n c w 0 LUz r` V) V1 E (, ~ � U M m� w 1 — o M mM-100 N U = 9? wigE cYi *r- 04 O o N O OD U 41 IV 2 R drn U% fl O �gv rn Q d 1 BID. .N. N W -NWz 11! z F. i M � C r.7 U) =Z L� ~O � r�.i LW N�� aW V,C= a �W Z S C U' 1— o o� E� Z LL W a N¢E. A w 1i� ❑ WA%�P SE .°�G. n F:1.0 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 sea[. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z za a F- W¢�� ozoo Zia z z o'J zu 0�OR 0 Uw�a'c� Co L Z o z Z C �o -0 a O v Ln L.ri < LU o00 0 ° g z�z` WLa 0 LU Q Z o O LL z rl i o 26 W LL G Z Q z LU d p 7� 0000 Lr) m Z W �z a, SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. -�__ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS --J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 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 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 0 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) ISEE L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 28 BOCKING N#2 SPF 48" O.C. W/ (4) xLAILED @ SPLIT TO T 16d INTO HEADER & (6) TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENGTRUSS 10d TOP & BOTTOM 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES . EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7116" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN LCONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE EVERY 3rd FOR COLUMN SIZE & ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'p ONLY WHEN REQ'D COLUMN SIZE & BASE PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" INDICATEDONBM OPTION A OPTION B CONNECTION INFO OPTION C w/ (3)10d O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) , DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) 16d NAILS PRE-ENG. TRUSS q A EN(D TRUSS THEN 2X4ti 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF EAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. NAILS AT 24" O.C. • A v DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS N AT 8'-0" MAX WOU�� * 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ 3 ( ) VERIFY WITH PLAN FOR LOCATION AND DIRECTION n 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR I T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24„ O.C. MAX. (AT BLOCKING INFO) E BEARING SUPPORT . °o. ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) cn A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @INTERIOR BEARING 51V PLAN FOR MORE INFO SCALE: NTS 3 n SCALE: NTS COMMON B M . ATTACHMENT 1 g WOOD TRUSS o A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS 00 OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FORNAILS w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT VALLEY TRUSS NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. 4" SP2 w( 2)10d NAILS AT OP 0 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL STUD) a SCHEDULE SHEATHING ATTACHED E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d E 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 O 1 1/2" NAILS TO IN WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP &BOTTOM r SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER o NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD .9 (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING "i TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ o 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 Q 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. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS � t � .. a (D t2 z M _ o z� z� Q z W M o •V — O W 12 o �V) C� ~ U 0 C:) m W E — 8 N M m M U Q O N U_� O Y ti <Q, CO 6 LOg$ ch < B D® H D_oC =Jl O) � M 2 �, Z W mZ z z U) -0 W •' w 0310 9���'= o � Z pLJL j5 th y MS C M z W a��111�111//iy� �o % 910 W IV s Q J O` • \ j1 i 0FESStON1 \NN ltt►`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 rith Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Lu za I¢- Lu zoo ooce� z Z W m ' w Ug,, LW N m ti v, w i z 0 zo z �> ^ a L� Og U = J o se o J Q J N L 1 W Uao� z¢Z¢ C) Q W Icy-Q d' —21a V,� o z Z ,--I a O J rl Lij CC ¢ LU z ¢W�= w u E h 1- W z 00 � z t-u�o 9N� Z m �n 4�Uj J Z J V' 4f to SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. D1 NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW Fv QVInv-a Fvy0n1141.a SELF -ADHERED FLASHING DECK JOIST NOT USED SELF -ADHERED FLASHING E AM 0 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF 1@1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED SELF -ADHERED FLASHING PATCH HERED FLASHING 0� O O 0 0 a 0 0 SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 FOUNDATION WEEP SCREED NOT USED 1 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAIWDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #)in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor ff, 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 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 t Z M _ C)2 04 � a n.. V) 0 C � w (DOU Z - 0 ,U, f-hc 1- `° .� C6 o CD m LlJ F� V = N N M , C',_T � N O C", Q C) N � o am' LL I00 b F <L rn C2 Lr, �a o A® NCB •D •C �� �•- ® N N C."M O) �Zl ONO N � +C', CAM cn LL W a .ri <* w NJ a Z 5 m a qw o 0 Z oLLM W N Q M C Q m v U OE-+ WWW.FDSENG.COM ❑ ❑ 00 O CV M t` C7 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 ( Tampa, FL 33607 www.LennarTampa.com OZ �Q Z d Z W -0" o0 Z-z �C1wZ �O W J_ ii u ��.R, U W W N H LLJ© Z Z ro > ^ W M g Z re / ` LL 0 �3 i 0 �..- O Z OU LU 000 0 � �o� /•) ¢ cWj W Q¢W� Q g C Z Z O LJJ J Ln ri L U ¢ W a Z j z 51, goo Z op L0Z7 o Ap co rn 0o g W = Ln J Z ,-i a U0 s SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. W P C_ C6 CU U IN ffmU o O E,- Ca • 0 0•- .� U � 0 0 ^^,, O O � W March 20, 2018 (] F1 0 CCf 0 > O Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes •- To Whom It May Concern' .Q VJ 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. [CC Evaluation Services (ICC-ES) revised AC13 Acceptance Cnterie for Joist Hangers and Sirro/ar Devices in October 2016 to incorporate a methodology to evaluate products to the 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 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However; reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports; we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 edifions, respectively, until July 2018. The information in this letter is valid until 6/30Y1018 when it will be re-evaluated by Simpson Strong -Tie. Please visit v✓ww.stronotie,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 600.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E:, LEED AP dwiBDW Engineer, Southeast U.S. Branch Pagel ofI Simpson Strong -Tie Company Inc. 2221 CountryLane McKinney, TX 75069 Phone: 972.542.0326 Fax 872.542.4139 www.0t natle:eom �r O 0- O � U O L V/ M O L W 2 ¢ W z J z J EL SHEET N0. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 D 8 H 2 FL1723 .2 2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10858,4 E5R-2549 HD410 FL77232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR•3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 PL17244,8 ESR-3455 HTS16 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.6 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM18 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 Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018} March 28, 2018 As required by Florida Statute 553.842 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 a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures t. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-87.0 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 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01�7.0 psf ThermaTru Smooth -Star and Benchmark FL1522S.S +67.0/-67.0 psf ThermaTru FiberClassic, Smocthstar, ClassicCraft, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (SX7) FL15279.37 +30.0/-32.D psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL1527853 +30.0/•30.0 psf Clopay Building Products Residential WindCode Doors W6 (BX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Cordes Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 550D FL239.7 B. HORIZONTAL SLIDER Mt Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL2158D.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart S. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1899.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA G. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE +-a N Florida Deperti ent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pea, ++srmla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe, 1lareola Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pe9.1 115(a11a Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa, pi t 1152dta C/) � 0 � L L W C:)— O O (Jl cu T�� i�a (DColega�/�a • V J .,FJ � � ) A l � t 1 W \.! Tt O V_ � L • L � � � O � 0 LL _ � �J O %I.� • � � � � 1 . � W� � v�e+,t O },a r /'1 V J �y ja ICU 0 CL /a i.i FLS20}61a22 2211 Endea pse Q� GsOt Version MM ls�err3�VWthbd av VaIWe@m ArFIND Awn . Revision 2D17 Trier a -Tub Corporation Risk Wright Lyndon F. Sdmit P.E. Ryan J. King, P.E. 10/152017 07I22017 10nS2017 12fI212017 Approved $Utica Y: Exterior Doom fain) ned040 1i43409 (013) 7674M 8othbgofli:ethockpalldmior Door Aesene ddnrtenwWdpconweants. Evaluation a Report borne cots FloridaCo Complete M nod Architect Repearad Arghtlector a Licensed Florida Professional Engineer QusftLA3lyfdnee Agamnesilljortift AuOroyed for Ua hmi Praha Asti! Ptpr1Nn iD miNi Gi 8tlNeld Prwlm 1 a. Thong Tm Fiber-ClaNk: and SmoMM1Btar Nominal 8=9;8 8quotNwAmpsd&gwI; Opaque 12012020 No Yes No WA COmaiaaa Edge FWergbse Single Door (InawinglGui•a'ing: x cormaguraSwn) FlA2a51Jtl Gads End1w Mate 292 O Gale mm us GneteAt Erelmer a Limasyelidebd By YadQ�d A EIffiAneoBa! Aneea9 AfaNa Revision 2017 Thermo -Tub Corporation Rick Wright Lyndon F. SdrmrdL P.E.eWbrt Ryan J. KIng, P.E.P.E 121132017 111f 3201] i22112017 Pending FBC Approve Doors (419) line 1740 PE4340B (816) 767J1666 Category: subcategory: Swinging :effmck pExbner Dow Assemblies a drAw�malWconwaants. CanrNlanq Melhod: Evaluation Report from a ram Companies Piodda Registered Archlbot or a Licensed Florida Professional Engineer 2dd! Entity G8e 219 DabP� 2022111 um Version VYldtltl sir Submitted FBC Aaorwai Answered IoE Revision 2011 Themm-Tub Corporation Rick Wright Lyndon F. SchmkB. P.E. Ryan J. King, P.E. 1011512017 071121201T 10/18/2017 12112i2017. Approved Category: E:cWW Doom (419) 298.1740 PE43409 (813) 767-M5 Compliancy:SW:E Elation Dew Assema ciokw@rvrbldgcoD•ukaMa. - Compliance Meshed: Evaluation Report from a cots Fbdda Regisl•red ArMaector a Uaneed Flodde Professional Engineer h YYf�1 Anemtad� A h ..a Dneetl Asti.# Product Model. Number or Noma Product Description in HIM Outside NVN2 i gDF 8 4. Thermo -Tub F'berClasicb and Smooth -Star Nortdnal88d'39;08quotNw-bnpaUBquot Opaque 12/57120� No Ya No WA Composite Edge Fiberglass Single Dar gnaweeg+0utswing; X configuration) Eunw1Ji8 2dllk EnAbLAr hem Gee Dab Fad GIe TIM Yerlkn Gsmdd Enolnear a Llama validated By Validatedautomated t Approved i 2017 TMrtna-Tub Corporation Rick WdgM Lyman F. Schmidt P.E. Ryan J. King, P.E. 1213f2D17 12J132p17 12212017 Pending FBC Approval Ca+N••Y: Exterior Doom (419) 298.1740 PE43409 (813) 7674W5 Door Assemblies corn fwbklpmmultanfs SubC&bWCompliance, CopNamp Mellhod: Evauaton Repofiom a �+ Mbod: Evaluation FiorWa ftletwed Architect or a Umnsed Ptodbe Professional Engineer F712aa1JM E dW, fee go Dab PN.N a fee Tin Version CoriesEnpima&Lkmse Validated By Asbl FBCAooroval Aggrieved sip"Fm Revision 2017 TMrma-Tru Corporation Rick Wrght Lyndon F. Schmidt P.E. Ryan d King, P.E. 1011&2017 0711212017 10118017 12112QD17 Approved Category: Exterior Dome (419) 296.1740 PE-43400 (813) 767-6556 &aGalaMetthod: SwingingExteriorDoor.Meemapee row�uwONganaudanta. Floridaxterior FndaRCompliance. tared A: HabeSa Report from a can Profecabm Engineer Architect FloridaFtorMa FLP20481JR2 Products,ProfessWio Water Am—, Amroved for Use. AseratedfelUse baga Pmae aw Product Duodetlon In Pena i31�M Pro"= 9 I.Therms-iris Fisa-Claab and Smooth Sbr Nominal 58d`39;8 aquotNon-Irtprad&quM; Glazed 121312020 No Yes !b N/A Composes Edge Fberrglasa Single Dar (MevlxeglOutswkg; X canfgunxWg FLa20491-R3 Gads En &Lsa !� I� h I� T.yQa pgOlon C � YAM" By � A S" Revision 2017 Theme -Tub CorWdw Ride Wright LyMon F. Schmidt P.E. Ryan J. ling, P.E. 120132017 12M32017 12212017 Pendkq FBCApprowl Doom fickw 2r erbidg PE43409 (613) 767-0555 Cato": Exterior Swinging Complisma Metimtl: Evaluation Report beaenddbs m a � ®rwbiogconeuibMa. Florida Registered Archted or a Licensed Florida Professional Engineer F 2, sm Egtleor Ile 211111111 pau PUMOM 20 �Version Man - EaNaxa Liam. Validated Validated Submitted Pao Aoormr Apgared Review 2017 Therms -Tub Corporation Ride W69M Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10I812017 071122017 10MI 2017 IVI2Y2017 Approved Donn (418) 298.1740 PE49408 (813) 767J3655 SubCabpury:ethod: g.Exbdor ROWIromda drJwterwDM9comultsnts. CoaOegseee Method: Evaluation Report 8wn a corn Architect or a Licensed Florida Fbdda al Engineer mel gneer 9ue�tAsafroota Ante Apororetl ferlhe Imme G9en �a Product Modal. Number worms - In ,(y Outside XVX2 gga�g p 14 n. Thamre-Tub Floor-Claeek and SnpWh-Star Nominal 8&#39,,0 &quokNon4mpect&woi; Glazed 12131=0 No Yes No WA Cots Single Door Composite Edge g; X configuration) (Mawingl0ulewing; X coMgurstion) Fts2 ulatIA3 G209 EnMyor I21M GeJf Gde vN� mm Y9ltem C Enekef ALl.ffelmfl YaIltlaNld $lbmlit� Agepr $lava Revision 2017 ro Corporation Rick Wright Lyndon F. ScMfhldL F.E. Ryan J. King, PE. 12/i3201T 12/132017 1227I2017 �0 FSC Appn Exterior Doors (419) 208.1740 PE43409 (613) 787-0585 Assemblies Cc-WWma WM*C Evauation Report from armrr�nvbMlpconaultsnts, �dt Florida Registered Arehbot or a Licensed Florida FLmagga- m Predume FL02OU14U Produces - FL*ZM4t8 Produces - _ Professional Engineer. amp Product Model. Number or Maine Product Degradation xUbda AedLdlad. I. DubidelRVFii for Use IM= ROW gloa Pacedge Agar Product Model, Number wNerm Quality Assurance Approved for Use Approved 1w inHVi& Out"HVHZ a"et J poskm pm Ito Product Model. Number a Nam Productilhenedwition Confect Expiration onto App—ad for Use A IewVHZ outwol Inroad G-1- PF"S[s FLAIlMIJs8Products AoararedawUse Aanmxedfor Desktl 1 a. Therms Tru Fiber-CInNc and SmoothSbr Nominal SIM09:8 &quol;Nonimped&gat Opaque 12/312021 Composiae Edge FiberglassSingleDoor (Im sing(Ouiswing; X configuration) No Yea No WA 6 f. ThemaTru Fiber-Claeeic and Smooth liter Nominal 88ur39,A &qud;Non•hramc6&quot Opaque 12/31/2021 Composts Edgs Fiberglass Sago Door 0119mmolOUtmv1119; x oontquratlon) No Yes Na WA 9 L Tharme-Tru FMw-CbWc and Smooth -Star Nominal6SMS &quoLybn-mpad&quot Glazed IZ312021 Composts Edge Fiberglass SInpis Door. (MevMgo-dowkg: X configuration) No Yes No WA p 14 ProtluotYoaoLNumber er a n. Theme -Tub F6enClAaeic and Smooth -Stec Connor Emlratlrn Oete NomInel 8&g39;0 &quogNo-Impact&quot: Glared 121912021 Composts Edge Fiberglass Single Pow Jp, j(y(g prwree No Ya No WA Search Criteria Anersh.Crft& Search Criteria_ OeewtW0 claw ng: X Conllgumbon7 Florida Department of Business & Professional Regulation Pepe 1 or I Florida Department Of Business & Professional Regulation Pea 1 or i Building Codes and Standards 11erm18 Building Codes and Standards 9enzola Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Peg.+ of 1 IMMIe Florida Department of Business & Professional Regulation Building Codes and Standards Pape l e i 1P.2201e Product Approval Application Detail Product Approval Application Detail Gads Ender or Gatti Gee Deb Pending Rik Gpre Entry or Gffie 21M h Gila 111211 Vefaea Iffirmidlecturew 4gro Embeeraumnee VaHdeladS, Validoted submitted I=AD—al Amomd Iltm mas Vmen Mem1Jow Ord 9-h—AJd9etaa Validated 8, valWael Aglap" F&CAmarmW Amir-led AN N Revision 2017 Therma-Tru Corporation Rick Wright NatbmlAccwdNation & Ryan J. IOng, P.E. 12rAM17 001272017 12222017 Approved Review 2017 Therme-iris Corporation Rick Wright National AcpedlbWA & Ryan J. King, P.E. 122012017 091212017 I ZaMO17 Approved PUPH1322414 PtflM24U Category: Exterior Doom SubCategory: Swinging Exterior DcorAscembdes (419) 298.1740 Management heHab (813) 707-055 dcAw�rafiWgoomultants. SubC&category: Exterior Dom au6CahgofY: Swkgiog HxlerbrDarAsiaernbliea (419) 298.1740 Management Institute (813) 787JS555 Vg� lYg@ Version deONfarduru areas,w Contact EOgImLIi1 Wlltletrd Be ud gam, 7/AAdM9d Submitted f Aeorgtad AfANa g mm YmI9a mnaEMNmr canted VetMbd By Do Data Y8ldddNd ap)a~ PII Apshroval APBatvetl $tENffi Comprehce Umbod; CedMcatbn Mark or Listing Can Compliance Mat hod: Cestiaeetio Mark or Listing cots Revision 2017 Mr Windows and Doom Braid Stanger Luis Roberta Loma Steven M. LMdh, PE 01YI312017 OBI1f2017 08116MIT 10flOM17 Approved Revision 2017 MI tMndows and Doom Brats 31Hnger LuisRoberto Lomas Steven M. Uddh, PE D81I320i7 OW1112017 04n512017 10N02017 Approved FL216225-PA ProdUab FL01522UM Products Category: Exterior Doom (717) 365.3300 PE-62614 (717) 317-OW Cetopo it Exterior Doom (717) 365-33W PE-62614 (717) 317-6454 Subcategory. Stirling Exterior Door Assemblies baMMger®miwd.com SubCs0*W: Sliding EuariorpoorAmembges belMnger�miaM.cdm audI w AMU Approved for Use Approved for Use 1 JmMe Doolm for Use Aporwed ter Uee Jmmah Glslm Compiance Matlrod: Evaluation Report from! CohpIWMo MNF1od: Evaluation Report thorn a $nefProduct Model, Number ar Name product peaukdm Contract Excitation Data In))VHZ outside Nyt4 R.Wt.M P—, agp,d Product Model. Number w Name Product Damortaboic Contract Expirgam pail In HVHZ OL41kk %W wneeYe p— Florida Registered! Ardhil" or a Licensed Florida Florida Registered Architect or a Licensed Florda 1 a. &quoWlasslo-Crog&quct; and &quotSenchmark by SO and SM Opaque and Glazed Fibeglass Dow with 12131202i No Yea No N/A 5 e. &quotSmath-SI**uoh and &qud;ilachmark by 818 and = Opaque and Gbmtl Fiberglass Door with 12MIM21 No Yes No WA Professional ErIP w Professional Engineer Thermp-Tn"oC and wMout Sldeibs. Inswing and Ouiswing - Therme-Tru&quct: and withoutSMeStee. Mmvkg and OuNwMp FL#153324114 Produces Rtfi5932.R4 Products A2ad Product ModN.Nrmberw Name Q WNAssurana Aobrotredfor Use Aoproved The UPS InJP08 GubMeHm hmma 1• VACM gMgprg p. . a� Product Model. Number or me GuamAaunnee Product Dedpo tlContract ExaltationDate se Approved W edforee Ili Decide In NVF¢ ma NYH2 Reehten PrimPrimenessau Naroh.CNmNa Search Dennis 3 SERIES 420ALUMINUM$Go REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1213i2016 No Yoe No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 121312018 No Yee No WA 14"f4&quotx96&quot XO, XX %&quut,x98&quot Florida Department of Business & Professional Regulation Pane I of I Florida Department of Business & Professional Regulation Paso 1 w i Florida Department of Business & Professional Regulation Papa 1 er 1 Florida Department of Business & Professional Regulation Pao. 1 Of I Building Codes and Standards +tSwIs Building Codes and Standards +1we0+e Building Codes and Standards 11W291e Building Codes and Standards 11=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Ply 290 Eoder or 202 JIM Dab Pending Ra 220 Emery Gee. R a paw, Pordum !pre Gedd Enter or !ffi 20 Did$ Pandlna go Sack Engler at 2WR Dab Version to ufactu 9206 P.nakear & License Validated By Yauddw Submitted f@GAgg[sral Agegnd Reline mm Yeaim Gelfmt Enakk§K.A validated By Validate Submitted PffiEAcemaval mann t ANba --mm Vero mmukew Emkmy & Lk� V Udstedget yaNdMW Sub F8Q Ane[gYd Approved M" IYm V-1- Irl &mr Gem Emit—& Lkamo V■Iklaw By Val Submitted F8C Approval Apprygne( AMR Revision 2017 C" Building Products Company Mark Wededleld Intedak Teefing Services NA, Gary PfushW 11292017 OSM 2017 12M6WI7 Approved Revision 2017 CleM Building Produces Company Mark Weaterfieio Iderbk Teetkg Services NA, Gary Pbshisr 11202017 00/102017 12106=17 Approved Revision 20t7 _ - IN Vwndowe and Doom Category: Exterior Doors SubCahpory: Slkeg Exterior Door Asssmbles Compliance Metlrod; Evalaton Report from e Brent Stanger Luis Roberto Lamas Steven M. widh, PE (7f7)385,1= PE42514 (711)W4454 bel ang"Idwd.mm =1312017 gSI12017 08I52017 101102017 Approved Review 2017 _ MI Windows ant Dam Category: Exterior Dwrs S uccabpory: SNding Ezbrlor DawAssaubties &ort8airger Luis Roberto Loma Stevan M. Urich, PE (717)3663390 PE-M14 VM 3174W beMlgorQnYyrd.cwfm 09113=17 08/112017 06I52017 10110=17 Approved Category: Exterior Dam - Subcabpery: Sectional Exactor Door Assemblies CompNedee MaMod: CartMmdon Mark or Listing (513) 770-0062 Inc. (513) 519JI586 mveebdWd@ctopay.cam Category: Exterior Oxon C-wOk ory: S hod: Certification Exieriw Doork oeembibs Comptbnos Metlfod:Mark or Listing (613) 7704= Its. (513) 6194M nmestedleldQcbpey.com � Florida Registered! Architect or a Llarmed Florida Professional Engineer FboridaRegistered Architect a Licensed Florida Professional Engineer Quality Aeunna Approved for Approved for Use build Design RJUM714til Products Qwft Aftu Apowndbir Approved for UPS anmtd Design FL#1533ZM Products FLs1SM-IMProdueb $lO.AProduct Model. Ifiveriber w Names Product Dissociation Contract Expiration Date InwIII& RYNAe.H%w Famished From, Ann Product ModeLNumber arNuts Product Dawflation InHvIlz, 4iNideHVHi BUYYe pcadum 37 037 WS-09 PAN-2F161: 84A, 94, 73, 75,1500, 190, 76, Steel Per (min. 25 ga.) Single -Car (up to Vo' wide) 0512IRW No Yea, No +30 PSFF32 53 053 W5.18 PAN-21`183: 84A, 94, 73, 75, ISM. 190, 4RST, Steel Pan (min. 25ga.) DoubN-Car (92'to 1&(r 05211=8 No Yea No +30 PSFI.30 Soo S Product Model. Number or fame Product Descriptive 22glad giawmagn Debt Aapmradfw jgffin outgo Won Nam NW1L Ram Re" p ear Product Model. Number w Neme GLaft Assummes. Product DMNDU n Contract Expiration OWA Amtoved 1w Use Approved for Un In Ij ouwft Weadt go gaft p[esapm 76V, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 55, 468, 42B. WS, DOW GD53V, GR5S, GRSSV, ARSE, ARSSV. WWDCODE&e174; W6 Garage Dow PSF 4RSF, SRST, 6RSF, 4%42, 55, 488, 42B, 55S, GOSS. GDSSV, GRES, GRSSV, AR53, AR58V, EDSS, ED5SV wide) WMDCODE&#174; %W Garage Door PSF 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 121312018 No Ya No WA 2 SERIES 42D ALUMINUM SW SERIES 420 ALUMINUM Son OX. XO, XX 12/312016 No Yes No WA EDSS, EDSSV 14a-W4&quobx6084uot NOWRE1NFORCm 968gVOFx80&quot:NON-REINFORCED 0 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 m 1 +s2o1e Florida Department M Business &Professional Regulation Building Codes and Standards Pane, or 1 1=10 Florida Department of Business & Professional Regulation DBPa � Building Codes and Standards Pasa+ofl IPllwe Florida Department of Business & Professional Regulation � Building Codes and Standards P 'g° 1 el 1 1 s2ofe m — Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Gsda b'm YlQlon Revision 2017 &tRnufachmGamutEnalneariliLloscram MI VWhdowsi and Doors Category: Exterior Doom SubCategory: Sliding Exterior DowAsamblbs Compliance M4amd: Evaluation Report from a Praetor VatkM d Nv Sam Stenger Luis Roberto Lomas Sawn M. Udeh, PE (717)36643M PE-02514 (717)317-UM b$Mrger@mdwd.00m Gee ire V.NdsNd ABbmitad W132017 08I12017 Data Pending Gala FBCADNWM Aeprmad 081182017 1011012D17 mom Approved g83A1$�. 220 IYm Version Revision 2017 dfgalerdursr PGT Industries Cebpary: Exterior Doom abps,Medhinp Exterior Do Marker blka Complienp Metluoce Cerlifiation Mack w Lbtlng Entity or canted 9..k VelWelad By on. Ruaa M sm4Dade 8000 - CER Ma.H)ede SCCO - VAL (941) 0pinin 0 Q86) 3162690 drusrim�pgtinruetries.00m GNe Gde !Le peodim Validate Aibmlded I =AgemMl 12J202017 11282017 29t Aeemad 12252017 AMR Approved FtA11d37Jn 220 Tam varsen Revision 2017 Mimufactu CURRIES DNbbo of AADG, Inc Cots": Exterior Doom SobCalance, agworbr Dow Components comptee. Melhod: Cerlaafla Mark or LMU rag Entlee Go Validated By Ded CDaw UL LLC Ted Raman, PE (641)494-2844 (305)804707 dove-dedicl)$seeaabby.co m Gel PAN Date Pending Vafidaftd SubmAkd PW Approval 11130=17 IOMO17 Gee Amazed 1210417 so& Approved 220 m[ne veseena Review 2017 MI Wlndowsand Doom comm. Windows Su bCategpry: Single Hung pass MaMod: Ceftlflra8ah Mark w Listing ErAw GamEnalfter & License Validated By Bmnt$Unger American Architectural Steven M. Urbh, PE (717)366-M Manufacturers Aeeodation (717)317-8454 bsainger�miwd-corn lee Gee DOW Pending Gee Val, Submitted MApprieval An Akita 121202017 12I3fm17 Validated - — � Florida Registered Nehaer,2 or a lJeeneed Florida FLa11637417 Produce Products Professional Engineer FL/261429 Products - 5074994U KU 5 Product Model. Number or Noma SERIES 420 ALUMINUM SOD REINFORCED Gaudier Assurance, Product Description outmetbwtmlm Dab SERIES 420 ALUMINUM SGD RFJNFORCEDXXX 12P31201S Aopraeed for the ADwovord'fortke' In HVNZ outsia No hiscreat OAiZ Yea No hurts Pressure WA Agg,(Z 10 ProductModel.wgmbwwNerro SGD-N70 (Large MN61b Impact) Quarter Assurance tallied Contract Expiration Data Vinyl Sliding Gass Door 041141=1 Approved for Use Approved Par InHwo Ya Yes K2w l ffipressures Ysa Gtlian WA Sol 1 ProdretModel.NunhorwNeva 807, 707, 727, 747, and 847 Sh gb and Pairs of boon Quality Aaurafea Protests a rWdm Rush, Ohzed, and Louvered ongle and palm of 121312025 hollow rnelal doom. Apmwmd for Won Approved for Use It InHVHZ Outside HVHZ YeaYea inild ftulWOt Yes Declm P—ne NIA Ant 2 185 SH Qwdw Assurance 52xS4 Fin/Fange Framm IWSG Single Hung 101092018 Aoorovedfor INS AQQloCwror Use DEW palm In.HVHZ oulaide HVHZ RwjS1 a Pressures,. No Yea No +ed1-80 S 143&rpxn;x98&quoC 2017 261.10 Florida Department of Business & Professional Regulation a g.+al Florida Department of Business & Professional Regulation Pas.+w+ O W Building Codes and Standards 11512018 Building Codas and Standards ,renwe Florida Departmentof Business &Professional Regulation Building Codes and Standards Pepe, of ir"Ie Florida Department Of Business &Professional Regulation Building Codes and Standards Poe 1 or 1 Iffimle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail r� v p(ala,y� p Ssbls IYne Eeeee S Hnpim.raLkeuw 'Validated sir Ise Gee GaeEr�ne Yalldesd $ fhlsfd! Gee Aeermad AtWa Side IYgt Yarelon Enalme S EnakeeraLkema velte.bd By !ere Goat DEW ! yalh�d aJbmlJNd FBC Approvel AmptandaniNaa ) Ftl7527&Ra Code mm .version Revision 2017 mmuboum Cbpay BtdMkg Produces Company Category: Exterior Doom Subcategory: Sectional Exterior Door Assemblies Consistence Masi Cer6fiatlon Mark or Listing Enter or canted E-bu&.LI.— VaLNWW By Merck yVaaterSaM Mtedek Tang Servloee NA, Gary PNehe (513) 7704M Inc. (51S) S18Jt586 mereablfleModopsy.00m - Ike 2dt VIkWW Aibmtled 112a2017 oaflo2917 Date Pwxgm Gee t7&CcAppreral Approved 121D612017 AMR Approved 99111 7zm yam Revision 2017 tYol r Cbpay SulMkg Products Company SubCSubalteowSeallortal Exterior Door Assaumbfte srtor0oon CwnplhnaMeded; CeC rli codon Made or Listing Entity sir canted Enelneer&License Vdldeted By Mark NastaMeld Imedek Tactics Services NA, Gary PfahW memsedlawil2 Ina (51S)5195568 mwaterfleNQdopay.com gee go, Date POYAL99 Validated Submitted FOC Approval .11292017 OSM02017 go Accreved 12/062017 awn Approved Revision 2017 MI Windmva and Demo Category: Windows Subcategory: Faced Compliance Method: CgrtBkaton Mark or Listing Bets$Ranger Americasi Arddbdural Steven M. Uddh, PE (717)365.3300 ManufaclurersAssodatbn (717)317-8464 botengerQm NaLcom 1213irJDi7 12/31IM7 Apt Reprovedfor Wee 01/0412018 lmnedf Approved. Gnu Reviabn 2017 FGR2{&RtD Products POT bdalrbs Cebacrry:Vdndova Subcategory: Fixed ComplWaoA%dlod: CeMlkedw Mork orL lWho Dan Runk - Mam6Dade BCCO-CER Miami -Daft SCCO-VAL (941)488-0100 (786)315.2590 dmarkQlegfindustrise.cont 1220201T 12MWO17 12=1117 Approved Apw-,d for O F121527114SPicoducts FLOISM49pndods Saga, ProdretMedel. Number or Nema Product Descriptions Contract E.Wmftn pass I"HvHA Ouukb Hymz Reabstand Pressure Ass.! ProduetMohW. Nrmhher w.lamaPM&Iwtcmurtotim Contract Expiration DEW Immet GSAtet ld_HVHZ outaft, HvHZ ifffieent Pressure ag" Product Model. Number or Nam Quaabr Aeeumee P Avoroved for Use Aewoyed In King oussicuityHE for Use kinad 1 Dom] a Pressure At" Produce stocks. ascribes orNana audb Prodwelgeaditatin CorAmatEKokubmDgo Approved for Use Agglavedbr Use InHVHZ outside HvHz honest hie pwkn PJgaerm 1 185 PIN 73 x 721nwWed Glass 041032018 No Yee No +Bp1.60. 9 PW-5520(Lop Missile Impact) Mott Fixed Widow 04=020 Yes Yes Yes WA i�••ve•• a5 DS5 VY&W PAN-2F153: 73, 75, 84A, 94.42, 46, 428, 488. Steel Pan (min. 25 gaJ SIngIe Cw (up to 9V wine) 05212026 No Yee No +38 PSF142 102 102 WB-18 PAN-2F163: 73, 75, 84& $4, 42, 48, 42B, 48B, Steel Pan grin. 25 gaJ Doubb-Cw (97 to 167 0521=28 No Ya No +37 PSF141 4RST, BRST, GDSS, GRSS, ARSS, EDSS WINDCODE8a174; W8 Garage Door P8F 4RST, SRST, GD6S, GRSS. ARSS, EDSS wide) WINDCODE&a174; WS Garage Drew FSF J O 0— C Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards 1 vJo,B D Product Approval Application Detail v J Florida Department of Business & Professional Regulation Pase l sir 1 Florida Department of Business & Professional Regulation Pae.1 a 1 Building Codes and Standards +rpm Building Codes and Standards IMMIS PLAY +� E Dab Peeranp Product Approval Application Detall Product Approval Application D&UN Izne vmw Revision 2017 Tbemaa Tm Corporation Category: Exterior Doom Comsat En alJmms vouamw By Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 298.1740 PE43409 (813) 76743585 V $ FVQ Ascreavid,Anew 10/182017 1N1a2017 10=41017 12112UO17 Approved 8a =4t2A "53M Ra 90ty or 20 am Dube Pending go 20M FOWat � Ise Deb Pondlno 20 _ ComplWwe.Nelhodl EvaluationRpAfrom camoda con" vbMgmnwkenb. e G mm Version Review 2017 kbnvbow PGT Industries Category: Wi dmes Golden Enokww&Lbmso Valideed.By Dan Ruark Mbm4Dsde SCOO -CER Mlaml-Dade BCCO - VAL (941)40"100 (786) 315-2590 YAK AgbtaAed i2r4=17 1210SM17 FOG Approval ApgCprad 122S2g17 titdla Approved lilts vmlaa Revido 2017 lmmiftwmr MI VNndows and Down Category: Nintlows canted &oalwar.A1icaDia VWWabd By BrentStengor American Archie bml Sloven M. Urbh, PE (717) 3652300 Manuhdurem Association (717) 317-8184 Vaud Submitted FKApproyal 01/03=18 01103=18 Apt Awn validated FLr7846Re Products Florida Regialwad Architect or a Lkeoeed Fbdda Probssloml Engineer � Q Z BubCa licry: Single Hung dmark®pgtlndaMee.00m Subcategory: Horizontal Slider beltingw®mdwd.com ComplWem Metlrod: Certification Mark or LleNrg Compitena MaMod: Ceftllbation Mark or Listing a" ProdupiModel. Number or Nam. Quotas, Ase,Aoaroved Product Description Coronet ExplimawDsa for Use Approved for Use in HVNZ oule IrsneFt Rristl ki Diadon Prwum Z F1.2230425 Prod peb py#l5M4t$Produeb 1 a.&quofierClassk&quot,&quot;SmcothSar&quor:, S M",S&quotimpecMquirt Gland Fiberglass, 121312021 No Vas Y" WA Q. Awl 7 Product Model. Number or Maine SH4w (Large Wmk knead) Cluster, AHSntiew, Product Dmdodon Contract Excitation Due vinyl Single Hung Window OTPJa20Z0 Atorovedfarlwe Approved In gym OIfi11ft Yea larlM UIRR9 aneeee Yes Yea COMM erasure WA Ace$ 1 ProdatMedel.xuebuw Nam HS 198 Fm end Fbnge Frans Quotas Aimuserace 73d12 lnsuhte0 Gina O2/62019 Amffi7tffiilorUse Approved for the rsJdM Ou1sl�f2 No Yee IMDod BneeeOd No onion PJ1MWrs +w-N &gaotolaaicCree&quot or&met;Cassilccrae RntleBquaC Single Door-(X) Inswing or Warring Configuration J a' SHEET NO, PA 1.1 c> a gulpNotl ry., a, ..+....«ry CrOd66 end $1.7dpP(� uM01t ��,�1�#,.�. w.w,y t'.O1,1aa alld $hlildafda 1AAA18 B4Nding COCIap pnd $iiltldr�dt 1;afmlt BWlding%+Cf.:lp slid standards ,X,aAla Product Approve! 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(206) 654-0160 Subcategory: RooMp Tees thomes.lemnnetf�boretco compilensc Mdhodi Evoluad" Report from a In Product Evaluation Entity PLorea tal l Product. Anlrnwed for we Awroved for Use inlbesi plOkn Sean Cry In him puMWtAssillad Pre>m= 20 Starry SM- Shake &emp; Stele Flat ProBM-Lathrop, CA 10104=18 No Yes WA WA Samtlk 9 a PLIlIl1>�84 Carle EowGs mm Veaam NmLdackbe Cooled Revlstan 2017 Gkibd Protection Products, I.I.C. Ten Robneon VVMw . TBu Jc, P.E. Catapory: Shawn (964) 880-7545 PEM107 SubCMagay: Storm Panel tim.robMeoniligppontoom ComplYnm W111od: Evaluation Report train a Florida Reglstered ArdNed or a Licensed Florae Professional Engineer tiet Pam 1 20 Gap Galvanized Steel Storm Pe-WHVHZ Competed Galvanized Sent Sam Panels retained or not by tracks to provide hurNeane protection. 2111 21k cask PKWIM Dude Validated By Ydm" SYsg" PSC ADMVid AW-d two John W. Knaevidy PE U9NE72017 oai372017 091112017 12/12=7 Appm ad (054) 7728724 A Anortwad.for Use IMRId pasi= 2nikk1nlPftii Beet Praelw 12/312D19 Yea Yee Yes WA Florida Department of Business & Professional Regulation Papa i or l Building Codes and Standards 115=18 Product Approval Application Detail t 1 22sk cats cats paw P4ndiloo pant Seta! version IWgiagiIsa contact Ea1rox.a Liedwas vs by VaOtlaMd Sum FBCA-rernS AID aka Resistant 2D17 Global Protection Products, LLD. Tim Robinson WaberA.Tstt Jr., P.E. John W. KMzevirh, PE 091062017 081312017 r19/112D17 12/12=17 Approved Comm, Shutters (954) OW750 PE-44167 (954) T728224 subCabaay: Storm Panels tfmrobinermil pperAoon compliance McSood: Evaluation ROW from a Flonda RepiWred Arcrow or a Licensed Florldo Prmwssiond Engineer FLi1ap76-R6 Praduot. 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Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Applkaton Detail Pap I or 1 i/6mle Florida Department of Business & Professional Regulation Bulldmg Codes and Standards Product Approval Application Detail Inge i or l f152018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap i of I i/smle Bafl"44 robe ErAb or gilt 201 pdepmmum Bak PLf1SJ�64 eft Eldb 291 20 Oats Pending 211a PJ11Be&St Code EDwt.9C pek Rik I aft Ixbe ltralm aMr19lla a09r EormM[.il,irawt vdldaw by immai Sus»>imd FW Ao-vaI Aea®md At" Ivor version YemlMoaaer c-dwat EaAd�&Lk� varklhd ae !MNod AWMA Md FOCAnturovid Approved SMsa LIbe Version alaolillaggO[ Sedood Enalroor,& License Ma1Wdd ay VaLmdw SWiggilast rw Anwaval Answered AMR Revision 2017 rTW Butdihq Components Group ga. Stuart Lewis ICC Evaluation Service, LLC Wstrn M. RrIWI, PE 09111TPn17 09/0741017 o921/2017 Approved Revision 2017 net Suadlg Compenents Group era Stuart Lads IOC Evaluation Service, LLC Walborn M. Rmled, PE 091192o17 ON0712017 09212017 Approved Revision 2017 net Building Components Group It= Sort Lewis ICC Evaluation Service, LLC Warn lL Ranted, PE 091111 17 - Dary 17 092129i7 Approved cmgory: abudurd compoMrM (847) 9188473 (407) 681.1917 Category: Structural CompoMnta (847) 9188473 (407) Bel-101T l:eweory: Sbucnrel CompoMnla (847) 0188473 (407) 861.1977 Subcategory: Tore PWn slewls@aipinetw.com SubCaiaii Truss Piston sbwta@alPlnatw.mm Subcategory: Taw Plains sbwlsilialpbNM.cem Comptana Metod Evaluation Report rival a compliance Metod: Evaluation Report irons a CarpwMs : Evaluation Report from a Product Evaluation Entity Product Evaluation Entay Product Evaluation Emir gm wLAar004! 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Number or Sam Product Debarkation ConbudExokadonDde InlPftii oLdwo Pry AW ProdctMdd.Number orwm product In HVHZ pumaS 1 Pmum lag Product DowdoOm ConbimtgxokvdmDab InlJSdi oubkw Pt!!!!1n 1 TTW B=Alphe Highar Str no (H &aryl; S) Metal Connector Pigs 12/31f2= Yes Yes NM WA 2 rTW BCOlAO M Hinge Plate add Connector Plan 121311=2 Yes Ya WA WA 3 ITW SCWAlpkw Trutar Mew Connector Plate 12131rAn Yes Yes WA WA Florida Department of Business & Professional Regulation Pusateri Building Codes and Standards 1I81018 Product Approval Application Detail FLe21a74M 2M Enft or 21h go Dabitleandino 21k ,.I= version tkrsdWAM Connect Engineer 111ctiest VaddatedBy Yam SuhmSMd FWAomwr Avbelrted Skke Rovelon 2017 MITek IndusbNs, Ina David Wart ICC Evaluation Service, LLC 100 Evaluation Service, 10/19/2017 10119=17 18222017 Approved • category: Sbuopud Conponrga (314) 8517480 LLC. 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Diva 1/fat ICC Evol sal on Service, LLC = Evakta8on SaMce, 1011912017 10/192017 IW22MD17 Approved cabaory: Structural components (314) 851-7480 Those PLLr- ubca5098800 Stegory: ass dwert�rrdLmm compliance Method: Evaluation Report from a Product Evaluation Emgay FMIS74M Produces S�.S Product AAodwL Numbrorwnr 91YwL AMrovd far Use Aomgvsd for w* l� paam IntARK OUM& Ltii gnidmt PmtslLe 5 MT2DHS 20 ga. high strargil lows connector plate 01A12023 Yu Yes WA WA su=h Create t Code Iona traction jassitiom Revlsion 2017 Wayrhaeuser Calegory: Structural Components StnbCate9orY: E/ghaewd Lumbar comptlrrce Method: Evaluation Report from a Product Evaluation Entity PLARIE 74a1 Prodmda Self 4 TJ Rim Bond Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop or 1/NN18 Ems Qak Ina Deb.Pfaalea pent Contact pmieur;License V.Ikkw By Y two" FSCAOonIMI Apprmmd AN" Rob Sal IOC Evelatbn Service, LLC ismesA Rothman, P.E. o8222017 051202017 07/0312017 Approved (M53)924.0476 (608)839.1344 Robart.Baklwil weyerM euser.com gmdw.a Aga Al dorIf" latiale palm P Inllmi Out" HYtli northeast Pressure Structural Composite Lsoberor OMnbtl Strand 0=12019 No Yes WA WA board Rim Board Florida Department of Business & Professional Regulation Building Codes and Standnds Product Approval Application Detail pop Of 115 18 t3ait1,RId 996 Enft m Rik Ink pakPMmliga 21M LM Version IYrsIMctm[ Engineer ALicannes velkbt.dav Yrl EYemmm PECAMOVIII Approved Stow Revision 2017 CAST-CRETE USA, lea Craig PaMm Msrth4Dads SCCO-CER MWNAade BCCO-VAL 11/142017 10119=7 11212017 Approved cafory: Structural corpomMs (813) 6214641 (788) 3i6.259(i Subcategory: Products Introduced as a Result of cpmkc®cadcvatw.corn New Technology compsna Monad: Ceraeatkm Milk or Lhanq FLings4m Platitude, Gains Assistance A,,rgd Far Use Approved for Imwct palm AKI Product Model. Number orMom Product Damcdcoon contract EXOIfatbn Dab In HVHZ ouMldtlProi tiatiWOt Pnrars 1 wo Sbareth Concrde Lktels 4, S. 8, and 12 inch wide SUNS 09/1 irme Yes Yes WA WA search clients Florida Department of Business & Professional Regulation Pap 1 d l Building Codes and Standards IUMOIe Product Approval Applicaton Detail Fll21974M Svat soft or no 21M Dab Parallel 21K mm Vale mmwmcwrs[ hover & 1 Yal dirladBy Yam SuJmm" FOC A9awYr Approved Spa Revision 2017 Mnek Industries, Inc. David Wert IOC Evaluation Service, LLC IOC Evaluation Service, 10/19=17 10/192017 1 ON=17 Approved Category: Structural components (314) 851-7480 LLC. Subcategory: Trues Pates dwrrdigm8.00n (205) 5994)800 compliance Method Evaluation Report from a Product Evaluation Entity FLe21974M Produeb A,,-,dfor that A Ybe nasal pal= Sgap P d aeModal. W.mmr or worn Product Doscrillodw Contract Explowillon Dab In HVHZ 13 Pressure 2 MII 16 18 ga. tress connector plate olmila) 3 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Cases and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap 1 of 1 1=18 l3aDiSI:St S9 t svww or pek pant owns Pondbw calk mm version Nknukctuw Contact Enalgsa[&Lea Vauddedw V11111 Sid PSQA al Mulled AN& Revision 2017 MRak Industries, Inc. David Wart ICC Evaluation Servlce, LLC ICC Evaluation Service, 10/792017 10/19MV 10122017 Approved Cabpyr: murLrei Compo ants (314) 851-7480 I.I.C. SubCnbpay: Taw Plebs dwalQrmdl.com (20M 599880) Compliance Mdhaer Evaluation Report from a Product EvalualNm Edgy Fla2fa74t$ ProdWb Aorevod for Use $eraoviedfor Usn At" Product Modal. Number orwme Product Dwododm Contract Exolmftn case In Hill outside HVHZ Roe pressure 3 MT18HS IS ga. high strength false connector plats O1/0112023 Yes Yes WA WA 8W9h crftwls P.O. i of I Florida Deparhnp. ent of Business & Professional Regulation Pop di ifimi$ Building Codes and Standards imms Product Approval Application Detail FLl66t74M f&b Ea ter go go DW pagem p= lino Version MErAdMOUM Fa9MMtAIMM vwki W a G ywd" Substlltrs FW Actaeon! A -loved At" Revlstan 2017 W""tA er Rob Baldwin ICC E"kWHM SWAN, LLC JarwA Rorwnan, P.E. ptS22=17 011201 07/O;M2017 Approved Cabgoy: Sbuchal Components (253) M8476 (608) 539-1Si4 SubCaboill Engieered Lumber ReberlBeldwin@weyadhe CompB.nw Method, Evaluation Report from a eusercom Product Evaluation Erin Flaae274ta P, aoducb Aogmpsd for Use ADW ftdauUse lmbekd 221NM Ste.! Product Modol. Number ortheme, Product Dmwkdm contend Exokadon OMR InHVNY o tMetFlmt PrNwm 1 Mtrotrll LvL Lambaled Venter Lumbar D3/312019 No Yes WA WA Florida Department of Business & Professional Regulation Pap i d 1 Building Codes and Standards il5mis Product Approval Application Detail FLaa=4tB Robe EnSt1 r Rot Ina Deb Pending tent mm Version AkntdacbtOr SQnYar Fmiseer & Ua i Viffilleadind as YAHM Md BLONridod FOC Agoneval A9ramfM AMR Revision 2017 Weyerhaeuser Rob Bal ICC Evaluation Service, LLC Jammer A. Rothman, P.E. 0=2=17/16202017 07103MV Approved Catepory, Structural components (263) 9248478 (WO) 830-1344 9ab0awOwY: Engineered Lumbar RoEemt9aWx4raxmYerho Compliance Method: Evaluation Report from a ewer.com Product Evaluation Entity Ra86274M Product. Gustav Assurance Abewmdfor Use Aoo -c! for Use imber pnkn n Product Model, Number orNam Product Dosed contract Eastman, paw Ig,fPAii phi ISaMMo6 P-re 5 Weyed souaer Ron Board oriented Shand Boars Ron Board 030312DIS No Yew WA NIA Sabah cathode Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ra17744M Rob EbeeLW Must IIwMn Conrad EnalawcdlMesa Review 2017 Commercial Corods Producw,sa Robert GMe TFtaY H. HUYNH on"" struckirel composanta (813) es"M PE-WI22 Subcategory: Pmdncs Introduced as a Rai of pnewagatorilyahoo.mm New Technology compliance stained Evaluation Report from a Florae RegiWrd Achill or a Licensed Florae P ofiall I Engineer PIi17744M Produces 22a Product Model. Number or Nam Product conciliation 1 Quality Precast or Commercial Concrete Products PMCSM and Presbvsw Concrete Lass Fail 115=$ MIA calk pew 21k vrmded ev YraMYd Submitted PES.Abersxal Abe085d AM & John may IW14/2017 1013r1D17 10=t(117 12112=17 Approved (352) 5884311 Quality Aloname Approvd for Use Amprdfor Use 11air9i Gooksin CotraCEmbdkrr Otis )per out" tiMHZ $ PntaJbe 01101A 4 No Yes WA WA S&llt Enll4cu go cask Daft Painting 21k mm version ilYnlakd- Senor ValNdadBy Yam Atiliallialt FRCAbemIW Abewmd Stow PAwhi a 2D17 Weyerhaeuser Rob BeMwat ICC Evaluation Service, LLC Join A. Rottman, P.E. 0/722017 05MOM17 07A=17 Approved Cawgory: Structural Components (269) 924-0476 (608) S39-1344 Subcategory: Engineered Lumber RoberLBaldwIn@aroyorha Compwnca silence: Evaluation Raw from a euser.00n Product Evauation En* Fl/a6274M Prodseb Approved for Ilse Aanrored tar Use amber psalm Sma Product Yodol.Number orHam Productillookorbition Conbodagpkwjon Ddp Int82S, Oultolds HVIM Resisting Prseerea 2 Paresam PSL ParetlN Strand Lumber 03/31=9 No Yes WA WA Ssamh Cribigbe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 02 3rM2018 Code entity or O tt PAL pit M= Version Manufacture Contact Engineer&License validated Sy validated Submitted F13CApproval Approve Status. Revision 2017 Gulf Coast Supply & Manufacturing, LLC. E ng David Daniel S. Kuhn Locke Bowden P.E. 10/12M17 10110IM17 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300A800 Subcategory: Metal Roofing infoggulfccestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W m « t w Quality Assurance Approved for Use Anon -ad for Use Impact Design Sag# Product Model. Number or Name Product Description Contract Emlratlon We in HVHZ Outside HVHZ Resistant Pressure I 0.032&quit; Aluminum 5V Crimp Mn 0.032&quct; 5 V Crimp Aluntnum Roof Panel 04/122024 No Yes N/A -NIA/ over 15132&qud; Plywood -108.5PSF 2 0.032&quota Aluminum Gulf Lek Mn 0A32&qud; Aluminum Gulf Lok 16&qud; Wide 04/122O24 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&qud: 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&quoL wide Roof Panel 04/122024 Yes Yes NIA +N/At-13l.OPS Aver 15132&quot; Plywood 4 1&4ud; 24ga. VerseLoc i&quoL VerseLoo 24ga 16.5&quot; Wide Roof Panel 04/122024 Yes Yes N/A +NW over 15/32&quot; Plywood -138.5PSF 5 1&qud; VersaLoo .032&qud; Aluminum 1&quot; Versal-oc min .032&quot; Aluminum over 04/1=024 Yes Yes N/A +NIA/ 15132&qud; Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&qud; GulfSnap 24ga. 18&quo1; Wide Rod 04/122024 Yes Yes NIA +N/A/ Panel aver 15132&qud; Plywood -116.0PSF 7 1.5&qud; 24ga. VersaLoc. 1.5&quot Versal-oe min 249a. 16&qud; wide Roof 04/122024. Yes Yes N/A +N/A/ - Panel aver 15/32&qud; Plywood -123.SPSF 8 2&qud; 24ga. Megal-oc Mn 24 Ga. 2&cNd; MegeLoc 18&qud; wide Roof 04/122024 No Yes NIA +N/A/ Panel over 15a2&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 16&qud; Wide war 15132&quot; 04/122024 No Yes N/A +NW-96.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 No Yes N/A +NIA6934PSF over 1x4 Wood Punins over 15/32&quct, Pywoed 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem,1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over IM2&quoL Plywood -108.5PSF 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel war 15/32&qud; 04/122024 Yes Yes N/A +NW Plywood -156.5PSF 13 26 Go. 5V Crimp Mn 26 Ga. 5V Crimp over IW2&qud; Plywood 04/122024 No Yes NIA NW131.PSF 14 26 Ge. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel war 1x4 Wood 04/122024 No Yes N/A +N/Af Purlins over 15/32&quoL Plywood -156.5PSF 15 28 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 18&qud; Wide Rod Panel over 04/122024 Yes Yes NIA +N/A/ 15132&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lk Mu 26 Ga. Gulf Lok 1 S&quoL Wide Rod Panel over 04/122024 No Yes N/A +N/AF63.5PSF 15132&qud; Plywood 17 26 Ga. GuIfPBR Mtn 26 Ga. Gulf PBR Rod Penel aver 151328,qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Bullding Codes and Standards Product Approval Application Detail Pop1a1 Irawl; t Jim EatlUcs[ cask grit 010P WAHM calk min Yoram migrealighm FaW low, a Lk>anow Yale. YaYtleMd bisaillid Pall Abenyert SMIw Revision 2017 AD American Shuww and Glees Mtge 9aaNai Frank L. Bernardo, RE Troy Bishop, PE. 10/2W2017 ReAply Category: Shutters (581) 712-M PE-0046M (984) 947-OW Subcategory: Storrs Panels mlkeb"hum rkumshude Canpllana ANarod: Evaluation Report from a re.cem Florida Re~Arehitect or Licensed Florida Prafasbnal EnpMor Flaf7a89J41 Produete Carter, A- Approved for Use A9ssaway.Use NNW )arm Sea.# Pon Dab In him p1toldif R"M Rawlishent Pmerat 1 22gs &amp; 24ga Galvanized Steel Storm Panels 229a 8arp; 249s Oalvantnd Sleet Storm Panels 12/312018 No Yes Yes WA Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pep i of 1 1152018 iLO199MG fdo EBwLIa cart cart Dab Pending 20 Imo vmlm ! Senea Brad- Sl1- Vakfa w Yam lisigislad 1WAnonotrad Atiaravred AMR Revision 2017 111N Bidding Components Group Inc, Stuart Lewis ICC Evaluation Service, LLC Written M. Retail, PE 09/192017 091972017 09/21=17 Approved Category: Structural Components (847) 9188473 (407) 0814917 SubCals".. Truss Palo NewN®alpkhesw.com Compltencs Mottod: Evskndbmt Report from a Product Evaluation Ems FliH�9PER6 Protlrrpb Quality AsslOmse Approved for we A9eravad for Dow, lnum 21" Ant Product Model. Numror or wetl Product Desodoom owdnKtEmkoumpo w In HVVIZ Due ! P!?laalln 4 net BCG/Aletae Wave Metal Connector Pleb 1213120Y2 Yes Yes WA WA S Florida Department of Business & Professionel Regulation Page I or t Building Codes and Standards 115=18 Product Approval Application Detail EL n-gfi CqA cats ggk Doe Pentagon, pal LM Violation Manu(aluw epdnssr s l.Iseru. Misdeal By validated Suemteed P1C Amoral Asigrayod two Revision 2017 Wrek industries, Inc. David Wort ux Evaluation Service, LLC ICC Evaluation Service, 101191 101192017 1022=17 Approved cobs Structural components (314) 8517480 LLC. Subcategory: Taw Plates dwedilmlicom C 89tN9800 Comptlenu MNbed: Evaluation Report from a Product Evaluation Engty GualerA-u sna Angroyadjortbe Accraved for Use IMRNI Ga91m SswS Product seal. Number pip contract Excitation Calls, In HVHZ outside tivNZ lNWM Pressure 4 MT20 20 ps..truss connector plate 01/0112023 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap l di tihms FLN1117-Rt SM Enft of )but go per= calk mm version a6 nufach [ contest E 117oseegs )MStIWdBy tit lubmwed MC Aeacroval Annoyed SMaa Revision 2017 vyeyerhssuser Rob Seldom ICC Evaluation Service, LLC Jams A Rothman, P.E. 08/22/2017 0812D2017 07/032017 Approved Caw": Shuoural Components (253) 924-6476 ISM 839.1344 Subcategory: Engineered Lumber RobartBakhNnewayedua Compdmro Heed Evaluation Report from a seeer mm Product Evabatlon Ently Fliee27-Inc Pundueb Quality Assurance ApoAetgm'J4kr!!g Iopad pet= Sea9 Proaatrgrld.Namwr«wete Product posorkAm conbadExokmd rob 11111M p1iallow HM RIWoko prs 3 TlmberSband LSL Lamina ed Srand Lumber 03/31r2019 No Yes WA WA Search classes Florida Department of Business & Professional Regulation Page 2 or2 Building Codes and Standards 32a/2018 Product Approval Application Detail Oualliv Assurance Approved far Use Approved far Use knoact D-1 , Sea # ProduU Model. Number or Nama Product DascNh#lon Contract Emlradon Date In HVXZ Outada NVHZ esR Islam Pr�,ssura 18 26 Ga. GutfPBR Min 26 Ga. GuhfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GUIIPBR Min 26 Ga. GuifPBR over 15132&quoL Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GutfPBR Min 26 Ga. GuIfPBR over ix4 Wood Pudins over 04/12/2024 No Yes N/A +N/A/ 15132&quot; Plywood -151.7PSF 21 28 Ga, GuifRib Min 26 Ga. GulfRlb over 1x4 Wood Puffins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GuffRib GuI ib 26 Ga. Min Plywood iR war 15/32& d- qu . 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GUItRIb Min 26 Ga. GulfRab over 15/32&qurk, Plywood 04/122024 Yes Yes N/A NIA/ -I5s2PSF 24 26 Ga. G01fRlb Min 28 Ga. GuifRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A N/A/ 15132&qud; Plywood -164.2PSF 25 29 Ga. GORib Mn 29 Ga. GulfRib over 1x4 Wood Pur ins over 04/122024 No Yes N/A +N/A/ 15132&quoL Plywood -123.5PSF 26 29 Ga. alfft Min 29 Ga. GUI1Rlb over 15/32&quoL Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29Ga.G.KRlb Min 29 Ga. GullRib over 1x4 Wood Pudins war 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GuffRib Min 29 Ga. GURRIb over 7/16&quoL O.S.B. 04/122024 No Yes N/A -N/A( -116.OPSF bbaroh Glterta Code version: 2C17 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name, ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outsfd. NVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Data To: ALL N O C/) O +.a U N Q C O O C .� CU U N 0- N O �L 0 Q O _ � M _ O .� -O Q% "O 0- CUD) O .� ��VJ-4c/u�i a. Q z z W J 7Z C: O U o �V O L- 0- CL all O 2- v / ICU ceded W Q Z Z a J Q SHEET N0. 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