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HomeMy WebLinkAbout2987 Moulden Hollow Drrn aci v v S LO 0 0 cV 00 ao i m -v_ x Ln 0 0 J co CO I L v -v_ 0 3 a N 0 a E N E 0 `o c d y LZ 0 U U N 'o a: co N .s M ALL 0 pqr' pp���®��yb i� (g)AND td ®RD,�� ­r { DATE NOVtwo O'ITY OF �AhfY LAMS SHILL klAiG o i El EJ E] 0 F1:7:1 FF-71 M FE110 El [71 M 0 FD717:1 0 01 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handier Unit ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLKorBLK. Block BLW or BLW. Below BM or Bm. Beam BOTorBot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or CIg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CCont. Continuous CTT or 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 Q.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. Fir. 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 FIRDR French Door FRT Front FT or Ft. Foott Feet FTG or Ftg. Footing GALVorGaly. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GTorG.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.KlWail Knee Sp KS or K.. Knee Space LAUN or Laun. Laundry LL Lavatory LF L.F.or LLinear Ft. LL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Rad. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RNDorRnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SQ or Sq. Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOM or T.0.6. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert, Vertical VL orV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener VW Welded WiireFabric (Mesh) S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS REVISIONS 08-20-15 1.0 NEW BASE PLAN ill 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 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 titieblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 1791 Z Cl) O N Z QQQ CIL_ Ln CD LQ 2 .22 �V — w OLn E o itj �j o 0 in W F— N M co M _ U f6 'D co O p N t/J L U_ 00 0 Q rn o- o 0 rn ¢ o Al 1 BID. N D C � C B e.0 e N N S 11 11.0 � O M z w Z Z��� U m c N cc N W IW U_ o a Q L imLU ° u° C;gr BEd 7V rI 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 �o Zaa LUa r tr pzoo Z 0 Z Q p Z Z C7O�Au! �o..Z_J c�C) Co jLL N LU u J L O W ZO Z W L.,> L a (43 o -a p O ;v C) . u�oz o Z<a2 LO-0ioa �i< z¢0� w W Q Q 0 Z Z O O 92 LU 2: Q Q Z g - ` Z rQo 00 (y) Z �z ao °0 ao Z g = JLn rn ,-I a (n o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. CON S 16 11 I II, t 6 L _ll,lul i i. i l:. , I H.B. i , CARPET O = cn w N _ W A S3 TYP @ 1 STORY O ,It O to N I OWN 'S SUIT 8'-0" FLAT C G. CARPET I (4) 2x4 #2 SYP STUDS W/ USP C7 HTT4@ BASE S3 2668 30'-10" FIBERGLASS SUR ROUND 60" X 36" 16" DEEP PANTRY =w 8'-0t' cnuj p TAL_C T I � I laU. w CD I in T 7-10" 20'-8" S3 O O 25-SH 25-SH EGRESS ( EGRESS I I BEDROOM 2 i BEDROOM 3 8'-0" FLAT CLG. I lu� 8'-0" FLAT CLG. CARPET 'Ile01 ai I CARPET �I0000 M�a ° �J) BEDROOM 4 • • .. I 8'-0" FLAT CLG. I CARPET w U)fi r', M w 11'-4" 11'-10" 9'-834" 3'-0" a ° m m rM 00 CD SO 4-SH cc CID Q. I _ I 4068 B.F. F; E " FLAT ICL( 3'-84' M 0'-4" HALL 9'-4" FLAT CLG CARPET et r------------J ICV o� I ;= i - H1 --- L1 1,-78., G HAS N BOX @ 83 36' A.F F. 9'-0" I T-8" 2'-81, 4'-Y 6-10" T-7" I I 2.12 SLOPE. I `D CEILING '� � I I LO �---------- ---- PATIO & M i � I r- L FAMILY ROOM 4'-0"✓� VAULT. CLG. CAFE i CARPET VAULT. CLG. 30'-0" CARPET / a bN a oz in oz NU NU a 00 t= 21'-5" 00 0 0 N 0 U 37'-8" 35-SH O 59'-4" FIBERGLASS SURROUND 4'4" 1'-3" 4068 B.F. 8'-0" SIN 2668 00 &4 S3 K 2-CAR GAR GE S3 8'-0" FLAT CLG. I EDGE OF SLAB 2" BEYOND WALL 4 DRYER VENT THRU ROOF I Elm0 ,.: M___ As n ® u H.B. ENTRY 8'-0" FLAT CLG. r-- - - - - - - - - - I D I S3 1 I I I I I I I I I � I � I I I I I I I I I I I I I I I I I I I I I I I f L--------- -- A NCO HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 187'X254 S.H. 13 20X38� 18JX37� S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 2� X 62 4 S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X25j S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.M. 1H6 27�X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 7' X 371 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 4 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. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills, In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -30.8 © +29.7 / -39.2 O +28.3 / -30.8 O +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 Q SEE SN SHEET OH SEE SN SHEET 6 140 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 MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL I I I I I I INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 11�� SCALE: /4°=1'-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 7v M - o z `O z Q U, z C/) a--J wU_j M p OLu To o a- C) 22 m 0 N W E 8 a)M m co- f` 1 Cl). U S�? `7Ui Ooo ti C� lU oaoo 0 lU Q rn c av rn ¢ 8 B D. N ^c 10 N N .w O N V o M rn � 00 W Z MM�z z 0 w N�o75 uj 0. L_ W U � M LL � � a io z_ 0 0�ga o z E 8 as Z1It Q LLN gentA�0 �.• ��`i g.^ �r 1V P �tcOFE�°'�®��?��°� 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 O "2z f¢ p400 �$WzQ Q a it m UW LLF N O W ZEll L 0 z 0 z �>/ O a C L U J °oo Q U o Oma w daQ CV z<za ow�2, Z Z +-1�0 22 o o - tl.l J tt.� Q Lij z O�Z8 ��YO gw8 w z 00 4t 0 Z � o 0 M W /l �� 4Z ��''' y J a � �I SCALE : AS NOTED DATE : 10/4/2018 TECH: ]MUROSKI VERSION NO. 4v0 SHEET NO. 1.0 CO e 00 MIRROR— =III n OWNER'S BATH KITCHEN ISLAND 0 M i MIRROR KITCHEN 0 i0 O N L40 ih d' O N OPT.CV REF. 0 0 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" C9 �P La z_M 0 z�z CD � E3 f � V) z t !) 0 w f6 p •V — OLU T '— N ri CO N W pp '- U N M IC`d -0 cMM i Q? O o N LILOD CLI N O Q O Al Cq N �D .Nr •� c N v M z z U) rn W N ,0 W a> ii Z ��$"'i"� LL Z kj ., �,A"I'N d U t •WWW'�'DS(i.• M• 0`< C) a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z z r7�F W Q 0 �z00 2, w � W 0 W LL N F W � NN ZZ ^` C O Z LL 0 4 3 ° -� J W z LLA , �Qo a�� "� o W02°°o. va k N T-I WwQa Q d' <a- o�2ECe 2 z z f� 0 <;zoU W Ln TI W w C G Q gY g�1 00 dM- z z z <<O O M W � W L J Z co g = ¢ LU x a V) s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. 2.0 Z M 0 — o Z N Q W V / V C W Q •V — OW o ,1�cn (� U o 0 m N W 0— E — t M 07 M N -@ M /�/� Q? �'j O O C, �Y� U_ M U O Q m CD, '0 �v Cl�i Q O N �D .-. N CO C�- v1 N W Z W g M m Z k Z Wa �LL °W w Lu p cN� 9 V � - a; a ELL � °= Z W `� 41111 1 '�, Q ow'�C�y yea 0 r •• ! \` V •� U1 CSil 0 c\i O� �✓ PIO S`` � ``♦��< l�tEi�``tE!\ q9F)) fE{{dayy 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 A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z W za zdf VJ z wZ.: 1� O O O o n F�F w Q T0WZ < O�LLo Uw w © W � z z L r� ■ U O > I� q z 0 CG U) J 0 - -� Q > w a� J i�ma U O a N rl LL U, N. z z Yo�o J r1 W � �t W a z =Qz' $¢o < Z 00 M CD W z Q W O cn az o � a � Q SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION No' 4mO SHEET NO. 3.1 �. IWITr. M CO �Ico 12 5� .-HGT. EXTENDED OVERHANG CENTERED ON i DOOR �I 12 5 �/ --- — — --------------------------------------- F-- TEXTURED CEMENTICIOUS FINISH ON G.M.U. (TYP.) 12 �5 28'-0" RIDGE VENT REAR ELEVATION — B1. SCALE: ,,a -, -0" T.O.M. , HDR HGT. 2'-6" TEXTURED Of 10 bo CEMENTICIOUS FINISH ON C.M.U. oo (TYP.) Zo --------I --------------------------------------a----------.-------------- --- -I-I----- LEFT ELEVATION B1 1 /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.T1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. m � a o N c V) C7 LU O W Cn o il CJ o ti m CV p N--COU CZ), 0 00 C) U) � "- -00 Y O OEM`� O Y t` W) 0 O ii V rn Q o B D. N 't N N C1) �p KJ � � o aD Z �'z I"U) 6'-o W �¢m,;t f' a & w < 10 W V > � ..Z E 6 V @ C0LL R IW W Q N¢M a ��>>1,��lk�i�Pf4����j0� �,(a,NI 13 w LIrr INN v R O F•E SS\O� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 z¢ zag g z uJ<X 0 OZ U Z QZ� a w Z 0 J aapao W ,F� o 8 —� Zz W >8 zz Z Q C3 o Q O ■ ` / QNJ t V < rr- Q W 2E 000 v - O, w a <0 �Qm= uwo< *k (V r-1 Z'W Z w 'W C 3 Q Z 0 go. y W J Lli rlI Lij W Q ¢�zo n o z a ~ 00 ry)4 Z Z 0 �z Z tu a0 C0 CO g W = J z r—I d t) o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 U 3 m aci v v x 0 n 00 I 00 m rn c s LO O O J I x v 3 0 v n E 2 0 c co LZ U E O U I .o a / a 00 w 3 2" 1„ iv i� i N " iv 00 _ CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 1',10" = r^ `" 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-5a" 1/2" RADIUS 1" 4" VARIES I VARIES _ �M M1a ^'N CAP N cfl 0 ro T 21„ 2 2 1 1/2" RADIUS VARIES VARIES V_01. 1" 1. 4 34 a MTa 1 1 " 4 42" N 3" TN 3„ 4, a 4 _ I M� MCF VARIES 12 _1„ ,,, 2 2 N 32" 11" 31 1" 1" 1" 2 1/2" RADIUS BASE - • CD <V BASE 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1 DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2, 2" EDGE OF OPENING 2" i -� �N �-011 �----- 1" 1'-4" - 1" -`r 2a, • � REA 1-1/2" THICK 1-1/2" THICK - 0 iv 4" 10" 21 4 � 10" 6" iV r - 81 IN TM 3 2 N 2„ 4" 3 , 6" 2" CO � fn � Pt: 1-1/2" THICK 32" 24' SIN c� v •- 2'-4" f 1' S" 52" 00 IN 1 -4" 3, it N r-IS�I 511, 4 a" o VARIES VARIES z' Big J) Q � i N VARIES VARIES 4" 81,10 cO C0 i /Y16, W I 2 ' rM 32 • 1 41 � z a Me's Q� • KEYSTONE F11 bKEYSTONE OPTIONAL ' 4" GARAGE DR. OPENING _ CO F11 r OPTIONAL 3, 4" 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 2 : VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -64 14 114 12' 5a" 1 -12" 5a" 1 00 1 " d' T-8" 4" 3'-0" 4" 10" V-4" 101, 0 T 7" A N CV io N T 'Qsa sr d' CV 00o' • 2 N� m� O `r , o GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH fM 0 -- o z CO Cj a (nv)z w <_� p �V — Ou' O o m CN W p Cn C (0 M U = N W O M p NO Ly'� U) n.o ¢ rn v Qv rn Q d B D® � N Z W MNmZ w z U) a N�o.s rj w W �`r_N a w _ LU >. Z N cga a o LLZ W a N¢Ma q N O v U O WWWFDSENG.COM Li Li C2 Q CV CN 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - ResidIs al 6th Edit on. Engine 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 '9 Lu 2:a w�a� Uz00 Z U Z Q Z w uu aa600 F— � �w O L. So W C LIJO z zz L C > f z L43 � 0 0 -0 `J g g U LLJ w 'pZ 7 `; 0 X U O a N r-1 a Z<Za C'� ~ Hof zw W Lf) 2: w a ;Z= o g9� 00 re)Q z z Qaz �N8 Z �L m O 0o g W = a Jz rn SCALE : AS NOTED DATE : 3/16/2018 TECH: M)AM ES VERSION N0. 4n0 SHEET NO. F1 u iT I 17 i T� lo<iia lliiiai��ll➢�ii fl II ii�7ft�!-i lEl slra .n.i i— �ti li i I a`> 2 LO CD 0 0 CV 00 00 m t 00 a E 0 x 00 w ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET � G F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4, � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) T� TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER NMI ELECTRIC PANEL _I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP No #12 Copper to 20 amp ckts #10-2 copper to WH 10 #10.3 copper to Dryer METER MO2I0 or 4!0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION MAIN ELECTRICAL PLAN SCALE: %4"= V-0" 0 V Z M 0 o zN z� Q (D rZ U) Z CVn)' (D Q) C LU �V — QLU c o r Cl)Nco U 0 m LU c ) OS U _ON 000� Lp ao 0 co Q C" 34 0 � o rn QAl I BID. N�c 't N N `S O U 4D LUM mz w z C �LLo.s ua w Uj LU a L Z �0�Q U) o t, LLns Z a � mom' W N¢C14 A o v 3 O WWW.FDSENG.COM 00 0 CV CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 C'o Z Z>Z W Q �zoCZ zUZ� 0 W Z Re a�J 00 z OU W LL N Lu to Q L zz > OU N > J Z �, V a /Q^ 4 Z U `J w LU � opz J W 1.-0 0, <UA J l , W W Q ce W Z Z T� 50�0 r(30� W J Li! W ) (9 0 U r-i lJJ 84 00 M 2:a Q Z �cez Z Ra Zo ao C° Z J Q! a 0 oo g = f rn T-'I a U0 s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. 4.0 Ifi�l�flFa1l19 f�lh9i�r(ll�ll�li l �lA1l���w���� ��� ��Mill a`> it m v v x v- u•) 0 cV t— r M I 00 i m n CD v LO O 0 J 00 c0 02 tR Q W ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) A Vent mt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. *'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. zM 0 Z z U) Z_ Cn CD C w �U — Ow o U o0 m N W ^ 8 N Cl) O) co m ,O M 9? = O_Oo a, � 00 o m r� L ¢ �v rn Q o B D• N�� V O a ZLu�M Z z . c LL W Q (D a LU V Z 0 H o � CD �yE� W p N o "J�'� �,. J .• • •NG eo 6 CO N,�'!•: rt , ri z era �• 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, Lennaffampa.com o Z 0 �o z Q of �F zaa w¢�CC Uz00 O 0 a �gLZ J W 0 w w N 8 Lu O Lu L Z Z ao f z N3 ^< 0 `. Qf l� �Y00d F O J r� O z 0 U i2ma 1 O oao< N r•i z . z J Q °�Ce� Z I� o - Z r--I Lu Lu a & = J di LLJ Q ¢ z g~o CO 57 Q z �<Z Z aoo m co Z g W = az Z rn ,-4 a o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. 5.0 c C d 9 .Z T N d E 00 59'-4" 1. 7'-2" 5'-2" 6'-0" 6-0" T-O" 3'-10" 4'-0" 1. 3'-10" _ 4'-8" 4'-8" T-8" T-4" ■ ■ ■ ■ ■ ■- :.�.�.�.�.�.�.�.�.T.�.�.�._...�.�.�.�. ... . •i..».�.�.�.�.�.�.�:...�.�.�.�.�.�.�.�.�.......04 _■ ■' `■ ■ ■ ■ ■ Titi �b� 3-1/2�. MIN 2500 PSI CONIC I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER �01110 J 3000 PSI CONC. SLAB FOR 0'-0.1 I : HERNANDO COUNTY ONLY) � 1 I 13' 5a CJ T-2" CJ CJ CJ CJ LO 00 r .' I :■ .................. ................. 0 0'-01, 1 50 M A CJ : CJ CJ I i 1 f ( I I: K (2) #5 REBAR 00 S3 I o S3 VERTICALS w/ in i f 111 FILLED CELL 11I 8 23-112'-10" 4'-14" m 1 f I, i :. I 2'- -6" G 1 I I i f I. I I O 0 ,- bN S3 _0SINK wl DSP - -_ 2'6"x2'-6"x1'OCJ III D.W. W/ 345 E.W. AND • LOW WALLS I - _ I C ASE TO ■'. ::::::::L___I ISLAND14 1 } K S3 SJ ; 4II.I a .II L_ = CJ (— 1! _ - L� -- o - m o m i — — — — ——CJ�----_---- — I —CJ o� I N in I G S3 6-4" 3-8" 7'-8" OPT. W : -3 1/2" SLOPE 1 37'-51. I 21'-24' 32'-84" 4`-8a' I 4 A "-3 2 I 1/2" J .. VERTICALS w/ in op LO S3 I PROVIDE 1 Y" RECESS — {" FILLED CELL \� ... I HVAC CHASE \77 I• • W H FOR SGD. REFER TO BASED ON I• TYP �--- MASON'S SLOPE FOR I I LOCATION AHU �----------�---------J �• WIDTH — — — — — — I CJ INDICATES FILLED CELL w/ 3000 I: ._ .: ■� ■ ■ ■ ■ ■ CJ CJ N STEPS AS REQUIRED PER FIELD I &0'-0" PSI CONC. GROUT FROM FT. TO 1 BEAM W/ (1) #5 REBAR VERT I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" iD o T CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. 11 r: TOP OF CONCJ PAVER TO BE 4" -3 1/2" SLOPE ;t BELOW FIN. FLR. _ "> I DOWELS 5" EMBED W/ 25" EXT, "GRADE PROVIDE Y2' x 9" c t (2) #5'S 10 — ABOVE SLAB 40 STEEL" — — — — i— RECESS FOR FRT. DOORE ri - I ....... E- M j T-1 A S3 2'-9" 5'-2" H.B.+ L S3 3'-0" TYP G- A.. 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 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 Z. LUIZ: W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" :r #5 CONTINUOUS ' ; . , • '•_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA, ' • HORIZ. REBAR, TYP. . , ', ';,. • .. U.N.O. • �. • �. �. ;�;,; •'; "Alternate: _ The reinf. bars shall be ��: • ��:: • �r. ��;�:. �;;,: �Y � cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" zM —CD z� z U) z V) (9 cn N W Q •0 w T H .� C) m 1- W Eo U N M 0I M Nca M O 0 N o ¢ � Cn o fl COL rn rn Q o B D. N N O M N W Z rL o :z ui w W �� w W ¢ 10Z 0 2(g4< � N Q -_j V )-v ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 �o of �g Z UJ Ix V O c _J �o?Z w O z O 0 Uj O��N z L z ).O ZZ z Q z v 3 N O 0 OO "Q U- a `J O z 9 2Q J �86 U � a w Q 2rK� 2E 2 z Z +--I LL 2v 01 J Ln W CC G Q Q Z Q W LL awo U Ya t z M W M lZO Z � o0o m Z W In �z g 0 un SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION No' 4. C SHEET NO. 6.0 i I ii it i I i-,TlnIttaYl liTUTU —m-H 11A Fdlli Ir TiltllbaTELTilh-l_1111f u1!1,11 1 1 11 1 1 A A A (2) S3 (2) (2)-41 3 v as v x LO 0 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 00 1. (2) 12d TOENAILS EACH SIDE OF FLOOR 7 TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. n c a� -v xLO g00 00I, Snow c a� A rn A S3 A (2) (2) 3 ao N a E 0 x 0 c aci f 0 U E .) U U G7 .o ao N ROOF FRAMING PLAN SCALE: %4"=1'-0" D D —+ J1 D �p A. C D o0 W 0o N W N • —• W oo aJ 1 m W ,� m n n m n y w cn D < D 00 < D 41 < D .P < D W < DD fV < > w : Q > Q DD fv < D W < D (Jl < CJ3 :. CJ5 :: :::: :::: E:I ...:.::...... I EJ7 .... .. ... ... ... S5 EJ7 :.. ... .. ! ..... .... ...: .... .. ... ... I I EJ7 ' EJ7 ' EJ2 . EJ7 :... ' EJ2 : ' EJ7 y I N EJ2 ' EJ7 • EJZ A d ' ' ' EJ2 I 1=J7.......... S3 EJ7V X (2) ' EJ2 9 S5 EJ7V " tl 1 1 'o• EJ2 EJ7VA 1 EJ2 ' EJ7VA � EJ2 ✓2 EJ7VA CJ5V n � EJ5 A CJ3V CJ3 (2) A CJ1 1� < < ✓s CJ1 (2) W L UPLIFT CONNECTION CROSS-REFERENCE 3/16/38 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNEGTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1!2" D H3 455 320 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 10dx1.112 HTT4 2715 518" ANCH.120 10dx1-1l2 J HTT5 4350 3740 5/8" ANCH. ! 26 10dx1.112" HTTS 3225 518"ANCH.1(28)10dx1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 4 0 3785 518"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD78 * 6645 5650 718"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/$" DIA, BOLTS N 1165/107 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P H 1550/3335 *' 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000l4220 ** 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 1-1l2" U MGTiMUGT 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 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'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 ce> cgl c" (A) c c+ 1 OR ;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 (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3"GUN NAILS . FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 -(I�- STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CON 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. C-9 Z � 0 — o z�z Q w Ci) U' w �V — OW c i� 02 ao tv E 0 x r7 w D 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 L/180. 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 <1 .O Safe vertical load Safe horizontal load — I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS Iin 8F20-0B/1T 81F441B/1T8F401B/1T 8RF400B/1T 81`321B/1T `J FORM do GROUT SOLID O � �•�Z�_#5 N W � r L O BAR CONT. 8F12-1B/1T „„ � V LINTEL DETAIL SCALE = N.T.S. in In i0 In in 0 In simon Ein amno in F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F16— B/1T U a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c3 -fr precasflintels = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR.(1)RE MIN. AT TOP (1) REQ'D ALTERNATE POWERS 1/2 CLEAR STEEL LINTEL d d O d #5 REBAR AT TOP - _ O a .M.U. 2 d- d MIN. (1) REQ'D ° a 1-1/2" CLEAR a Z a ti" a D z a GROUT d 5 REBAR AT =w O BOTTOM OF rn z w w OF o LINTEL CAVITY o dJ xO —BOTTOM 0 it d REINFORCING ¢ ¢ ,3 Co °z LL — 7-5/8"ACTUAL PROVIDED IN a W, D D 8" NOMINAL WIDTH LINTEL Q V" No #5 REBAR AT BOTTC (VARIES) E� w 0 Co m It n. `n Q Q o 0 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 OF O 5'-10" LL 6'-6" LL O O 5'-10" LL O 17'-4" LL O MIN. LINTEL PLAN SCALE: %4"=1'-0" zo — o z� z� Q13 V) 0 cn w U O °_U �L U � m 04 W I--- p C c6 M a X O oN I�Vrillil U N w l.L oo m Y C` Q 0 cy)¢o A ® B D. N C B D C N N goN Z W z UV LULU ri Z 2a o m co ,FDSSh1G. QM... Y • J d2 °• >^ °. 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 - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z O Z5 wo Z f w¢�tr zoo z0�� �o Z Lu O uJ N F fx Z Z L ¢ O Z 'S 7 z4z O -0 J JLU Z ul9 J o00 " LL1V xma N �--� J Z¢Z� Q-LL Z '" � oo�LL � CY J i LLI 5 a Q LL = ow = Y o 00 M Q Z Z I<Z goo Z U �o [n g W J� ¢ W ° � V) 0 SCALE : AS NOTED DATE : 3/16/2018 TECH: M)AM ES VERSION NO- 4n0 SHEET NO. 8.0 MIN !®N 191111111 ^Anllnnitfll Inrm InatlRfl®tlnnilnll 00 00 cn 0 E 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS EM WITHIN 24 A.F.F. M 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.12. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE, AND ALL INCLUDE: A H IN L DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4,3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4. 3. INTERIOR APPLICATIONS A SUB FLOORING AND ALL PLYWOOD USED FOR SUCH S 0 G SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBst be relmovetl beo er exterior soollrtreatmeniarcilong the foundation perimeter 10. FBC R R318.1.6 Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verti I chemical barrier must be installed after construction is complete, including�landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D V Z M 0 Z N Z Q r U) z cn 0 4-.J w p w Tru 5 o U0 �t- m N _ E- E C @ M U S N U M O C:,C)L 0 _O co "- CC) a Cc o Q rn in Q. o 0 CL rn Q d A® BD N C B D C .'W N N v21� 'n N maFlooa�Zi] o wz s�w,w C5N� a w W a G. &o. � In W Z 0 Q UMZ Vi�9r' W r OWN 4Y' W com +"a ..=G`�ASE ,.V lu `0 w �V .1 4 O� �• � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 0 z 6 aZ �F w¢�[Y Uzoo z0z 0Wz 11 J � m o �Cn N UJI z z > ~ 0 z 5 z /Q I..L Q 0 ` ZD LU z � U o � z 00 J O z LL WOm21 k r-4 C/) Z.Z W (D Z Z Z '+� W UjoXo O � a 2 W J Lr) -•{ LLJ - - a z o t LU 2:Q o Q - F 8 00 M Q Z Z �Rz Szo Z �o_ m 0 = J V7 a � -r-11 CL (n o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO, SIN CORNER OF HOME GARAGE SIDE iY to 0 oo CO N W 3 --J 10'-0" TANK -LESS W/H H C G O O O 01 5'-0" < - 0 STUB -OUT FOR 1'-0" 0 9 0 GAS METER O o LO cJ- U 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'-$" (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. &4' (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1IT-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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX m PLYWOOD OR 7/16" OSB + + + + + + + + + + RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ z+ ++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + r / 1/8" gap / k / / FILL CELL STD, 900 HOOK BOND BEAM w O�7 STD. 90° CONT. #5 CONT.HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 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. 2„ ) Small gap „ max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 1 9 4" max Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8 BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d required when indicated or 2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of Joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in1--or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls �"/ Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or_tz SIMPSC wl (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 3 TRUSS OP PLATE 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 / Plumbinlg HETAL20 INSTALLATION 1111 beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I Joist can be offset fl Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. :: •i�i�:�:1i�i�i�il:�il�� le Err A 1%" ROUND HOLE MAY —� 6rr Err DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) *rl I II I II I ICI I L� IR Nail with 10-10d nails. tnstall tight to top flange. SLEEVE THRU STEM 4 �. SEE PLAN FOR °. 4 .. FOUNDATION INFO ` ° ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D / depth I -JOISTS BUCKETS N.T.S. 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 SIMPSON H10A ° °'° w/ (18)10d x 1 1/2" ° NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" - CENETERED @ PIPE PENETRATION d" a 4 i I I,�I I=1T I I— 12" BELOW GRADE NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' -0" CENETERED @ PIPE PENETRATION IPVC OR SCH40 SLEEVE r— PLUMBING LINE 4 r- °. c° ° Z •'Q • .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION FFPLUMBING LINE ° 4 a °v. a " L a -I j111= a ° a I-111 ;I l i- I II_ ;Ill lilt ; 1 I a' � a SEE FND. PLN. SIZE & REINF. (D Z Cl) 0 _� z N z:� U) z 0 ^V) 4--J w iQ p •U — Ow V W U En m LU F — N M cO CO_ am"" — 8N ai -0 O 'CO N /J � " 00 Lv Qm � Y t\ �Q� 0,¢o A 1 B D® N C 8 D C D N �O U) z Z �_ = a 1111%� 4. WUJ j CLL ? go Z U0 Ul 40 :o'WWW.FDS G:CO'• ' •C��' •db w zz ;J w `'•, 4 Oex v� "° /d�tdd)?tltRdt�a�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0Z Lo W a� w ¢ cc X z0o opiu¢Q ty�wz ¢f1JuJ _! Co OU LL N CnLLJ uJ m�O o L > O Z ¢O �Z Z - U _/ F-- W XoQ � O, A Urao a U Lu W oVJ -C z z 2 0 LLO i a Mo � Q a w z 0 8�8 00 M Q z _ I'Do Z t :moo R 00 7-J� : 2 o f � T__4 a to o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. SN 1 3 c N x to 0 00 TO J m c ° 2 0 J I v c 3 a 0 F2 a 0 s v c c J Cn .8 U c 0 U U 0 00 N 7VIlIF 7/)_ 7/\7 5/8"OR 1/2" HIGH STRENGTH i TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s T-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR - -I 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN, ATTACH FOR WALL HGT. > 8'-6". 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 'v 3/8"MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6 O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & � SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE _ 2 #5 CONT. ON 3" () � 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) " co " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 x PITCH > 4:121.4 (2) LAYERS TYPE I OR TYPE II 0 ° ' .. ° a A.F.F. ° ° O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2 ER � WWF OR FIBERMESH OR' ` (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -III I I -III -I m a ' I = 11- I J- I=1I ���I I I P III -I 1= -' - I I-III=1 I I -I I �I P • I I=I I �I II ° ° ° ° ° ° ° ° Q ° a ELEV. -0'-31/2" Z ° ° ° ° ° a O ° A.F.F. 31/2"MIN. ll 31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �I L I=I I ° _ - = r 1=1I-I I I ° ° 2x4 CONT.4 ° a ° ° o ° ° MIT I'31/2"(min.)-I=1 -' � 1=1131/2"(min.)- 4" TRUSS 24" O.C. U.N.O. 12 @ HURRICANE ANCHOR @ EACH - -I TI-=�I �I I III -I I" I I - I (=1 I I J' ° ° ° ° N I l° ° a ° ° ° a _ _ _ _ - ° • -I -III=ITI- _ 31/2 (min. - 4 =1 I -III I I (-I I (_ „ - - o • - I-III-11- 31/2 (min.) - 4" =III -I L I I TI (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ -III=1 11=I -I ' I l _ I I I u I I g ° GARAGE DEPTH VARIES ° _ III �a 11 METAL PL. UNDER EA. TRUSS ° ° ° ° ° ° ° I- ° ° 9 (2)#5CONT. $ (2)#5CONT. "MIN. MOISTURE BARRIER TYPICAL INTERIOR BEARING 4„I"1;�'-"' U.N.O. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL a@ STEP CC NAILING SCHEDULE ON SHT. SN1 _ , „ SEE TYP. WALL SECTION SCALE: 3/4'-1-0 S3 �_ SCALE: 3!4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Yc W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. 2x STUD BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C UM ��N�Uo�s SCREWS @ 7" O.C. HEET LOAD BEARING OR INSULATION PER FBC AND ENERGYEXTERIOR (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS S WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ 8'-6". (2) NOTE: "x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ N CONT. KNOCK-OUT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd FITS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10 1 ( ) Od NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS *SIMPSON SP1 () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR •� =E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �t w! 10 10d NAILS - ( ) i., 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ,<- w END OF 2" x PLATE WWF OR FIBERMESH - M , ARCHITECTURAL TYP' ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o ° • FINISH 1 x2 PT WD FURRING @ 24" O.C. ' GRADE - - ° . N , . _ z °O GRADE 40 MIN. F - 40ksi a #3 & #4 LAP SPLICE y-� [GRADE 60 MIN. Fy= 60ksi] m a o I-1 I1=1 I f I I-III-1 I 1=-�I I- , p 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° Cl) -_ _ _ D FINISH GRADE M o 25' MIN. LAP [30" MIN. LAP] a I- _ III 1=ITI-I I I I 1 1 I (-1 I -I IT ICI=1�1 I -I II-I�1=1�1- CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o o oo FOR CLARITY ° D _ ° p D P ° o I=1 11=III=III=III=III=� -I' I _ -1 � I p p , 6 MIL VAPOR BARRIER i TI I ° �; I I - oo I =T=1 - r I I I -I I I-1I I=1 I r,_ __ _ -_ N z II II w R 1 7!8" `� #5 REINFORCING BAR -III-1 I I I I z ' I T-1 I I=1 IT-1 11 11=1 I I I 11- ,- 1x4 P.T. BASE NAILER ° i I 1=111=I I I=I I M I I=1 I I- ? ' ___ '- #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH D ° p� ° p I= = = = 1= I=I NOTE a I I -I I -I I I -I 11=1 I I-111= N *FOR BEARING WALL =1 r I=III=III=III= I=I III- I 11 • I t.°. COMP. SOIL. (COMPACTED TO - _ II I1=I I I�IJ=rI _ _ I I=1 11=LI- I I=� I _ 36"MIN. LAP [36"MIN. LAP] ON 3"CHAIRS (TYP.) 8" 1 8' FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY 95%MODIFIED PROCTOR ASTM 1 ME I I I, �,I I, i II I I=1�I=1 I ICI '- 10" M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER -III-III- 11=1 I -I I I-1 I -1 I I -I 117 111- 11=1 I - I - I I- � II L ,I I -I 11=1 I 1=1 I M I -I I -I I -1 I -I I 1-I I =I I -I I I -I I 1=1 � I=I 11- D1557) , �I 4 1 4 I I � r�-1 #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-i I _„Ti„ -1 1= I =1 - #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -- 0- CONCRETE SLABW/6X6 U NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4xW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 r .E SLAB INFORMATION. SLAB INFORMATION. � 00 1I' r, - - r ° y ° D Ill 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 6 x 6 W1.4 x W1.4 _ 1 1/2" RECESS FOR _ 01 00 9.31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN WWF OR FIBERMESH S.G.D. (U.N.O.)T� 6 MIL VAPOR - I = z - min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ -IN M °- b- ARRIERD 1 C '� 4 RE IDa . GRADE AT 24" O.C. MAX. INFODESIGN SOIL. ° ' 00 _ _ - _ • lil III -III -I' TOP OF BEAM & LAYOUTCONNECTION o - -COMP. - I I-J-1 I I- (COMPACTED TO95% - = I --� - _ - - _ _ - a _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN _ ^ - - - _d a - T -� q d a a MODIFIED PROCTOR ASTMD1557) _ _ _ - _ -I I -T=I-SCr�2E�E��I ENCLOSURE T'�T-11_�I�;.II'-'' (2) HTS20 FOR STRUCTURAL BEAM SIZE & r = f '' L,=1 � FE t I 3" MIN. CLR. (2) #5 REBAR CONT. _ I- I _ ' 4�r IT CONNECTION INFO ch I. I 8 •� -II ON 3" CHAIRS TYR 4" 1'4' STD. 90 HOOK (SEE DETAIL) MIN. U.N.O. PLATEP.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 7/16' i MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTIONTYPICAL rA C THICKENED SLAB EDGE L O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-01, S3 SCALE: 3/4"=1'-0" S3 °� w o SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > � J 6x6 P.T. #2 SYP SLAB INFORMATION. „ 1 2" FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 %" 0 0 CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° . e INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT _ ° ° -3 1/2" ° COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS ° GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z _� r 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2 FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS •_! d ' J .__ W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL TO FOUNDATION PAD MAT REINFORCING. r ' . ` •' 111-11 -' I I 111�=L1 1J I I I -ITI- I •'. _• _ _ ch ° '• , " _ I jf-I '' '. ;. ;=I I v i I-- PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M Z GRAD a tl I I-I�- . o:•. r• 4���111.= I a.. .'.., . _ -T _T ,' .. A:: i co TENSION 120#) CONCRETE SLAB 6 6 W1.4 W1.4 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) g - _ - - dE��:I'oQ -- 'T_I=1 1 '•: •, ' ITI=T -III- ' 1=1 I '•e ' �, '::`' -I x x - �- WWF OR FIBERMESH M c� z w o °•=III=1 -III=I -III=I I=III=I LU -1 11- I •� =ITI= =I I I -I I •� I=1a F °° o W � W III III- I=IT T- _ ° i- III -I BRICK PAVERS or SLAB PER p o - • �'° • °• - - z_ ° I SEE A/S3 OR J/S6 11I I I III I ,,, I I I iI I= SEE A/S3 OR J/S6 I I I=T I I - "'-"' "�-=1 N ° 0-0" FIN. FLR.- COMMUNITY SPECS _- 6 MIL VAPOR -_ - = - - =III -I I 1=I 1=III =ICI _- 'L III== I= =1 I III= = FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE -III-III-III-III-III BARRIER =III= I = = =1 I I-) I I- _ - I=1 I I=11=III ,� I = BEYOND „ 1 4 (1 STORY) / 1-8' (1 STORY w/ DEPRESSED SLAB OPT.) , „ 1-4 (1 STORY) (� I 1 1 1 1 ..: ; '' '': ' . PAD REINFORCEMENT =III=1-i =1I 3 MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( 4" 4" .•4 SEE FOUNDATION cortc. PAD INFO, FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL(*"N� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE; 34"= 1'-e" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. (D zM 0 - o z�z t� z In (D Lo U, � w ('13 c:i •O w �L40 U in N °ti m W F- - N M c: M @ C N _ U O o 0 tLLcc i1 ¢ m U) rn < o A ® B D. B.00C N N o0 o�m 7k z Z W MN°DZ � z U) N�`° o w Wo� W V �' LL a - Z O El-- Z N g LU ,,%6 zovw ;�WWS G.C�1M. ILA ,< n � Jarr9C�aiF'��}tpi.• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0z 0 �o W za V¢ce ox z O Q U z0iu� wz Qa w m O LL N J 11 J FLo -J zz L Q � 8�z Q a O 1 _O F- LU < J Q z w HOP o V' oo N LL gWu, Q ~of� M M. Z LL 5 f 2 Z *� W �o'.0�� J rl LLJ F O v g~g 00 M 5' Q a W� Z L aoS CIO 06 Z g = a � v__1 a U0 o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. S3 (MONO) mn Alflliwl�Il����l� � III■ ���� (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT COjNECTOR (SEE SCHED(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL @ ❑ LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ . CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAI SON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" ` NAIL AT EACH STUD E USS BOTTOM CHORD OR 2x4 CL DOOR OPENING DOOR OPENING DOOR OPENING —� 1/2" EXTERIOR GRADE SHEATHING BLOCKING EACHEND/ 2 16d TOE NAILS J TO DRAIN Lin FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD W\VARIES O BLOCKING WALL ❑ v ? a (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE-/ V g U) PER PLAN SCALE: N.T.S. S4, ❑ ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS __ _ CHORD OR BLOCKING O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" litMASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE () I 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 "DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR MANUFACTURER. IN KO BLOCK AT EA. STUDL MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. 2 x 6 (MIN.) FRAME ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER STAGGERED FROM BOT. UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 ° AND FILLED W/ GROUT a ° 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (TYp) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALLr j UPLIFT CONNECTOR " KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4", 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8„ ( ) SCALE: N.T.S. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED S4 S4 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 4 u a $ a d a e 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° a d ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a DOORSTOP PSPN516Z w/ (12) 16d NAILS 71" ° 4 a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° — 2 x 6 P.T. GARAGE • SPLICE NAILS TOTAL) EA. SIDE OF a • HTT5 w/ (26)10d NAILS (4670# SPF) 58 DOOR 48„SPLICE STAGGERED ° , . DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) — N. o o, . HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • • HDU4-SDS2.5 w/ (10)1/4 x 21/2 SDS (3285# SPF) J-BOLT r (MN __ . HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) 41 TRACK �� _ __ -- • HDU8 SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) 34" BRACKET G' OAS 10d @ 8" 0/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ T �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 1'p EMBEDMENT w/ WASHER & NUT ATTACH ALL p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" 6 3/4" DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ 1A.1 16d TOENAILS TO TOP PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT — _ FOR HDU8 USE 7/8" DIA x 12" EPDXIED A T R 31/2" —ElEl— NOTES: NOTE: 1/2" EXTERIOR GRADE SHEATHING NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC MIN. 8" EMBEDMENT wl WASHER &NUT 3 FASTENED TO TRUSSES WITH 8d COMMON 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. Y' NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT WIRE NAILS @ 4 O/C BOUNDARIES 6 O/C EDGES & 8" O/C FIELD PORT -__ @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE N v NAILSIMS SP1 w/ STUD Od O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. 4 SCALE: N.T.S. SCALE: NTS � NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S S S4 0 2x P.T. PLATE OOF TRUSS F= 2240 LBS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO -0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C O 6' co REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY G m STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 ,o HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 1 (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. AO NAILED V /8"x10" "J" BOLT O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE 2X0T TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING = WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION SEE SECTION AA/S1 PLATE AND BB/S1 FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR 112"X91/2" PLYWOOD OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED o SCRAP MATERIAL v WITHOUT UPLIFT SP1 • K.O. BLOCK W/(1) 00 a SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS 24" O.C. @ #5 CONT. & 00 �- w T T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED SF LINTEL 5/ 2'-01 O.0 OLTS � A/�00 <�N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ @ 12" 0/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 2x4 ( NOM.) AND TO ALLOW 3-ROWS 12d NAILS STAGGERED OIO" OR n ° ° d 2X8 P.T. BOTTOM P ATE MASONRY WALL G' FOR WATER SHED.DOOR 2x CRIPPLES @ GREATER R HEADER � KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ 2 12d () B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. ao SIMPSON SP4 w/ 6 () (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C o N (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 SP2 SP4 o MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: E MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 �+ S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. STAGGERED K/S4 GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 0 ` SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 10d NAILS @ 8" O/C TYP. ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING 0 0 BEYOND. 0 = IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE i CRIPPLE STUD LZ N GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING .g SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 FOR DRAINAGE CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B �I GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" Cn GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD '� 00 SIMPSON HTT4 TYP. �R SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING i � OpFN U.N.O. SEE N/S4 / RECESS SIMPSON SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL N(; HOLD DOWN **\. j SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS 24" O.C. @ �" CONNECTIONS LINTEL / MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a a a NOT REQUIRED @ / PLATE) o N SEE PLAN FOR FOOTING s a d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT 4 °° a ° ° ALTERNATE: 5/8" DIA. ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. FSHED ORGARAG DOOR DWAT R PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P WALL HEADER DETAIL Q D FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S.@ S4 24O.C. MAX. 5/8"x10" "J" BOLTS " SCALE: N.T.S. W a SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 C9 V z CO z z a a z Q w a--+ -O W Cu a- m W N M _M-0M _ O _o N C)�, <o '� 00 '0 Qo �tCD �,g �Qo B D® NCBDC N �O C-1 C, Z W �Nmz w z° v W w �; LU Z 0 C3o 43 LY N¢M W 1D . ` `"1 + C c To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W, Cypress St, Suite 200 I Tampa, FL 33607 www. Len narTa mpa xom �Z 0 w� Z0< �F 'u UZ80 s 00Wz 0 U u.w u- N ��o zZ L > r � iz Z z � a N� OO -0 J_ OOo g W 0 k rq 1� Q Zaoa wwa� Q d' �U- .� Z Z +� �O�o rZ25i J Ln T--I � aW�O =aw� LJI Q Y UQ 00 M Q z z Cez �zo z o 0 00 2 J T__4 0- U0 o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4u0 SHEET NO. S4 �s SIMPSON HGAMV W/ (4) 1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2) 16d NAILS SIMPSON H1 OA w/ 18 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) SIMPSON SP4 w/ (6) 10d x 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) OUTLOOKER OUTLOOKER S06 FOR 2 6 WALL USE 10 " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24 O.C. AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR :• FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT ' @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' MAX. & (2)1Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) (SEE A APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d ' SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING ' — ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ w/ 1 EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) • O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. SCJ SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ 2 16d NAILS 2) x SEE STRUCTURAL NOTES d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN OUTLOOKER DETAIL 2x4 OUTLOOKER I F @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2X4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCJ SCALE: N.T.S. �55 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP _ r N M M �- x N () SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING INFORMATION `° 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ Ill. 1 11 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES c APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING DEACH 1 1 2 JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS N - `1UII1i NAILS @ EA. END GABLE TRUSS ATTACHED 2 -16d 40�2x4 PANEL BLOCKING/_W/ 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW" () (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF (2)16d NAILS 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS 3 EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION - 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" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8� SECTION g x' ADDITIONAL INFORMATION. �I 0 0 CV rz 4. 45° 00 I MINIMUM 2x m CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT LO g CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 N 00 12 O 6.9 1 MAX. E E 0 x 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1 Odx3" O/C 2"x4" TOENAIL 6" 0/C RUNNE W/ (2) 16d TYPICAL NAILS _..... ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 �CONT. BEARING GABLE END BRACING DETAIL A , a 'Al II A. '% Uj MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL r M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU Ut____ MASONRY WALL 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/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � --- LU 0 o 0 "v w o w m o � �r o ' 0 q o 2 o I o T o LL Uj ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. �_S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4. 1 1/2 ^SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. o a. qO� CORNERJACK v¢ w z Ir O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 Z M _ o z° z� (Dv) Ur'' +-j W r p o W o2 co U o 0 m W ~ pp N M C Co co N 0 M _ U O o N Ua C �co O ¢Q, N fl O �av o rn QAl I BD® Nc� N N co n N H Z W MNaZ z W . p orLL W _ � 0 � a Z 0 t/f o ti °, m �� Q s, Z o U o %° S cGG S E m , C0 tFtlf€€lQQtt� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. L AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o fF waWof U 0 K U z Q Z WZ d � J a LU S�ujo z� �., i > �\ J a 0 2:z 5 Q F �3 C 41 W o -d ` 0 a O 'a �../ C3 z Lu . 9 0 i 0 z ' Q�+ 'O�a ;. rr z < z Q uj z Z '""� o % a R � LV L1) ¢ uj Q Z �I;Z� 0�y'U g~� �`az 00 l0 Z boo 0000 .5 2 aLu � .-i a cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSIONNO' 4mO SHEET NO. S5 F_ - I I I i i� TT L; 1,;"' ��� W 11,111r I . I 00 N M w �a 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 MAX 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 � #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS 3/16 Q1 X 3-1/2 LONG #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED 2Xg STAGGERED @ 16 (TYP,) 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING 1� O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1v 3 DETAIL STD. 90° HOOK (TYP.) STD. 90^ ` I� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. 160 WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" 1X4 P.T. O.C. & 4 FROM 3/16' x 3 -1/2' DOOR JAMB (REFER 1/2' DRYWALL 1 X 4 NOTE: DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ' LAP SHEATHING TO D BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12 O.C. — J FURRING 2X8 P.T. WITH 3/16" 0 X 3" ' +2" NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` INTO BAND JOIST & 4) 1REWS /4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL FIRST 2 COURSES ` L=±-5A NOTCH WEB AT THE ' BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER ("`H� FOUNDATION PLAN FILLED CELL INSTALLATION 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 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX .. soLlo wrGRouT 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK ° SIMPSON HM9KT w/ (4) 1/4"xl 112" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x $BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I FURTHER INSTRUCTIONS, BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN +' CONNECT W/ 8d NAILS BRACENBLKGINTO N.T.S. x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2( ) ° a INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y2' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO�FRy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �F nary 1 r-Orr 51-O" SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT #5 BAR �1/4" # 2'-0" 8" TRUSS + SOFFIT a '' „':' ' p ° 10 • CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p d ° 9 H 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP IN TOP o ' KNOCKOUT / N 8d NAILS EACH TRUSS o , — ! ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,,PROVIDE 2 x 8 VERT. W/ (2)10d NAILS AT EA. END (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR I d MONO FOOTING _ .> (3) SIZE AND REINF. PER PLAN ° . VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24 BUCK - (1) WITHIN 4' JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS - - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL > ° ' 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT Z DIRT b TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL .°. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL �' • � °' • � °- ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) S START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • � ' ° . ° ° N • ,, V : • °, INSTALL WDW SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _, ►; '' ►�'� °`� °�'� °'V " ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >_ #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3 EPDXIED w/ SIMPSON SET Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g EPDXY MIN. 6" EMBEDMENT & 0 U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _0 F F 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' o LU a A REINFORCING AS FOLLOWS: * SEALANT o =1 < a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e = Pr p #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6' MIN. LAP SPLICE W/ U Z EXISTING FOOTING (2) #5x6' IN CONC. (2) * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL can N FILLED CELL SMOOTH. DO NO FURROW. ` DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o—rrT-�- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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 EA. WAY /� SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (7 LO co — o z�z Q n vj 0 Q) C U_, � o �0 L �Ln v o0 m CN F— Ep M N = U O O Usv_a�o c0 coao Qra u,8-:s Mao Al®c�B-n B D® C. N �O #/° O - O v�i N O Z O E;N � o d r ,-a Z LU cnN�z k. Z ::: — U) 1= LU rn WCk ZLL O C N o r_ v "Na �0 J' NP o GFk- FES5X0� N1 '4' , k ��'x� f ;+d4rlllllitk'i� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz �Q w a Uzoo op oaof ��zjZ J O o LL ON U CID O W i zz Qo �z eo1 Q 3 a O J_ 00o J Q U <U5 r�. - LLJ U p a (V r-I Its _ 0_1 Q � 0 � ^ o o J Ln a Q W o T-'I aj a z $WRz oMo t.0 m Z 4J u I J0 4 w O T"I SCALE : AS NOTED DATE : 3/16/2018 TECH: M)AMES VERSION NO' 4n0 SHEET NO. SS `— h SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHE Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A I`1 G.T. - s ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T N;�7 (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM (2) 12D NAILS AT 12" O.C. MAX .. 1V4` ",,, , ,,,���..�� BEAM a@ RAISED ENTRY CROSS BRACING DETAIL JYP.)r_,"'�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL fiD, ENTRY FRONT WALL 6 SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 01 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX &EACH END ALTERNATE z DIRECTION TYP. , a 00 /—WOOD TRUSS --J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX LOW TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH V Frf 'x M W TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP —h CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLANL. FOR CANT. #2 SPF 48" Q.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE C ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. J,VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL o MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTIO_N__@ ENTRY K8 SCALE:NTS 7 SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REl ONLY WHEN FOR COLUMN SIZE L INDICATED ON BM. & ADDITIONAL INFO. — ]__� I SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REl ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. TER O OVER CENTER OF POST A A SP � SEE PLAN FOR SIMPSON MTS18 w/ (14) —' 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO.—�\TF (WOOD COLUMN SHOWN) CORNER d SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM — FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOI (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 11H - A 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<_ (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 44. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON Z LUS26-2 w/ (8) 16d NAILS TO7 SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—/ L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS 0 UD co C) 0 —o zQ0 z Q 0 t� z V) 0 � w M o �V — 0 w ) t/) E rU U o co CO N W E — 8 r CM co ..M g :]zaj O p N �LL80 U �o Sao MQo A I B D®/r- N C B"D C 'if N •-+ N O (D � tw O M ONO O O p N Lu U) Z_ W �N�Z � z W W t im 0 = � �¢ o C N m N Z \ 1 1 11 Art a LL ? 04i z E �0 ; �o A'�' O F E S 5\O \ lilt, r!/litl!!11\1�%%\,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o z Qg W C x Uzoo FU Qz T uz^z '_o OW �u, U N U) -i0 z O zz 0 > Q �3 Cw 1z 0 O -0 - � J T J_ 9 1oy.� OZ h-Yr— E o�° Q a W u2p � N 0 z�Za o Z g� 2 Z LV WS2�z =aZ5 LU y<YO 00 M 2: Q Z lwz z a CYZS ao z 2 aLu SCALE: AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4sO SHEET NO. D1 c a� v d- C) 0 0 N 00 �0 I 02 i m it 0 co E I E 0 CD N d � WEATHER RESISITIVE BARRIER WEATHER JE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIC UNDER DECKING ED FLASHING (SEE DETAIL WP07) I HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO ri erar_r SELF -ADHERED FLASHING HALF ROUND WINDOW E AM rv+�nnv�a rv��nuvu 4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) Q SELF-ADHEF Eel SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING ■' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) FOR a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ET SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST I OUTSIDE CORNER , • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Gin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all (D Z co 0 Z z Q)M 4--J w p �U - O w U o� m w .o F- E a) C � "6 co _ U _ O O N o U r "- 00 L+' o M ro. C:,Q � n� rn Q o B D. NN C o o: ZO 00 o N ZUJ o � Z � M m Z Z 1i1 J c I-.toLL o W 4C us LLIZ � a Cv to rn ID °� UMZ NJ O V U OF WWW.FDSENG.COM 22 0 CV N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAMmpmft 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O0 Z Lo LU za �F WQ�X oo�X < {- Tz)Zz 0- aw2m ce u_ �wu' J N Z Z L > 0 Q LLB C:p Z a -0 � LU O LLB W opz � Q o (.f C Q a m Za N T-� CZ, Q W�a Hµ<2: ¢ � Z A =01 0ti J r1 6Li � ¢ aw,�� v F 0 V $�� 00 ¢ z z <az Hno /../�o Z J In W (M , _- : T y SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM 01761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronctie.com for additional pertinent information, if you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E., LEED AP dw1BDW Engineer, Southeast U.S. Branch Page I of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75059 Phone: 972.542.0326 Fax 972.542.4139 www.atrona0e.com rs r= Sr zip >z A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212.2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10856.3 ESR-2549 HD28-2 FL17232-3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470A SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473,5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report H1716 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 1-TT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 F1_11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 1`1_17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 F1_17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456,6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTHB FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232-13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THOH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) 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 for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8XT) FL15279-37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) 1`1_15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WNDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 186 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge. Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 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 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf-ok 16' wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - F1_1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL,.PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N N N Ca > OL L U ^+ W Q Q O O L .CM cu U C O �L d 2 Co O O - ♦\J U_ 4- O ��t CV - Cn -0 a) O � O Q VJ cl a z rrr ^W W Cn 0 L_ U 0 0- FT TT :1111-Tu,kki141Ma d01 6,. kill lat i Gl+bin ;,„P1 .. I ill 1 SHEET NO. PA 1.0 O (n i r Florida Departmarit of Business & Professional Regulation Florida Departrrlent of Business & Professional Regulation Florida Department of Business & Professional Regulation Building Codes and Standards Pea 1 Building Codes and Standards Few i Building Codes and Standards Pop 1 Florida Department of Business & Professional Regulation Pepe 1 a2 > lawle Building Codes and Standards I smta � Product Approval Application Dealt Ir"Is Product Approval Application Detail i=ia Product Approval Application Detail O -41.— Product Approval Application Detail O O FLa2W614t2 F1a2Ql47:Bi ^, Q W �t Qtlt lm lea cda EntltLa 21M 21a Deb Pordirm !� S9d! Eft, redact Veedabd 1W lea ow DoLbJ,00m get F1i264014t2 ICU Lm Version IanWs�im correct 9-ha srlllt�e V ikh bd ar FOC Ao= YdW�d ate ! Aalg�ad aims Version 1 S81md P aLamo Velkteled av Validated aahmtlad I 1 Approved aaao Approved 15122 Yams l TMmu-Thu 1:mWee &Ll�e Rick Wright Lyndon F. Schmidt P.E. Ryan J. 04 P.E. YdWdd age FOG AogmMl ADUFond 10115fM17 071122017 l one 20/7 12N22017 lase Approved Smtlt 1:IBPoLIt isa gaa ! side • /71 }+ /1 � Revokm 2017 Thane -Tor Corporation Rick Wright Lyndon F. SdrmldL P.E. Ryan J. King, P.E. IGMS 2017 07/1212017 10/182017 12n212017 Approved Review 2017 TMrme-Tru Corporation Category: ExMior Dohs Ride Wright Lyndon F. Sdurddl P.E. Ryan J. King, P.E. (419) 290.1740 PE 4340O - (813) 767-OM 10n6f2017 07/12/2017 10H8/1017 12M212017 Review 2017 Corporation Category: Exterior Doors (419) 2WI740 PE43409 (813) 767-8635 Mmarddaceww � Validated by y � T� W V U �a (n W `tea Category: Exterior Doom (419 296-1740 PE43409 ) (Bt3) 787$555 SubCsseq : Swinging Exterior Door Assemblies dtlamillitwONpwnwkaMe. & okw@rvmklgoonwbnb. Review 2017 Timms -Thu Corporation Rick Wrgtd Lyndon F. Schmidt,P.E. Ryan J. King, P.E. 10115M7 07112.2017 IOn617 12/1212017 Approved subCabpory: Swinging Exterior Door Assemblies lickn®mvmhldpwneu8e/ds. Complonce M41hed: Evsh a ton Report from a Cpm md: EYaluNbn Report ComplWas Method: a Core Cabppry: Exterior Door (419)298.1740 PE-43409 (819) 7874i565 (FloaProfessional Complionce Method: Evaluation Report Born a m Florida Registered ArMnsed 6ed w a LiceFlorins Florida Registered Aronled or a Licensed Florida BubCabgery: Swingi ng Exterior DoorAefernaNee ridw�rvbMigwnaumnb. Tt FloridaRegistered Amhlisd or a Lianeed Florida Professional Engineer Engineer Professional Engineer Raporthorll a Nrrn O O V Florlds Registered Architect at a Licensed Florida FIL02941111410 Products FL/904N42 ProductsP r rolpel0" ErgineeEvalwtion ache QY AssonanceAaa�d for Uss Approved for Use ID= o ! prism ! lta Product Model. HumbarorName Ouwd1v A— cab.etFxpkedprnDp. � A.ala! t Aaae InHM g �Laos M Ie e k= Resistant h� Ydar dm Oaa2 QoY(AWIMOo Pmrs�edow A �for Uo 6.Use )meat t 21WM In HVHZ Outside HVHZ pl 8 �t J� � � O (,L 1 a. Thorne-Tru Fbal-CWak: and Smooh-Star NominN 6&R19;88quot;NOMmpatl&quot Opaque 121312020 No Yes No N/A 6 t TMrma-Tor FtbehClatWc and Smooth -SW Nominal 8&F39;0 aqud;Npndmpsddqud; Opaque 1201r= Single Door No Ya No WA 9 I. Thermo-Tm FOer-Claakand Smooth -Star Nominal 8&#39;8 &prd;NNon4mP&d6q w1; Glazed 12J312020 Composite Edge Fiberglass ShVIs Door No Yes No WA x Dab �ti Co,�4 C &/ O Composite Edge Fbmplase Single Door (InawinprOubMnp; X wnfguration) Composite Edge Fbegkss (InevingrOub sing; X configuration) (InwkglOUNwkg; X consignation) 14 n. Therms-Tm Fber-CIapW and Smooth -Star Nominal88M,'O 8quotNOMmpaet&quot; Glazed 17J312020 Frp No Yee No NfA co Composite T! FLi204N4t2 (Mayss X c"doumWn) (n � c9de ld9ueta lea gate tea P:ndlm lea ggde Edala valbletsdey gate 20 DabPf�m lea Approval S@oa versionlYm�heu EdaLa free Ito DebPatrsna no aid ease FL12p/a14n2 Ca mm Version yeslaoseal Conact &m10�&lae� MallOtlW.Wt MOM au0oaad FOCAmorovid Approved lawUft Yedm llalrl gated 6Mraer&Lkerre !(eadead a> 1 @�(� sidle Tro >RedLd Yl c Ali" F1SaAea[mW Amtmud � PErdba gate at Dabpou.m lea co0 Revision 2017 Theme -Tor Corporation Rick Wright Lyndon F. Schmidt P.E. Ryon J. rJnp, P.E. 12113=17 12M32017 12212017 Pending FBC Apo Revision 2017 Theme -Thu Corporation RIdm Wright Lyndon F. Schmid, P.E. Ryan J. King. P.E. 12113/2D17 12M32017 12J212017 Pending FSC Approval Revision 2017 Theme -Tor Corporation Rick Wright Lyndon F. Sohmldt P.E. Ryan J. King, P.E. 121132017 12113r2017 12212017 Pending FSC Approval � � � � L— � ) AJ J PE-43409 Cab": Exterior Doom (419) 298-1740 PE4.T409 (813) 7874666 Category: Exterior Doom (41912Wi740 PE-43409 (813) 7674555 f"— � - Category: Exterior Own SubCategory: Swinging Exterior Door Assomb9as (419) 2WI740 (813) 7674558 rlticw�nvblopaonsubrhb. SubC*WM: Swinging Exterior Door AsnrMiies ndcwam'bM9oomultams. arbCabpary: g Door Assemblies a dakw®rwMdpopmgbum. Revbbn 20f7 Therme•Tm Corporation Colo Exterior Doom Ram Wright Lyndon F. 8dhmml, P.E. Ryan J. P.E. 288-toed PE-43409 (fit 3) 787fi555 12I132017 12/132017 121112p17 II1A FSC Appn Cmnplimm aledad EvolwBon Report horn a own Conrpllmw Msead: Evahmdon Report from a Corn Method. &hWmlor Report rxxn agog Exterior rklov Mkigcensuasnb Florida RaghMad Ardded or a L Wwwd Florida Fixate Registered Mdeed or a Uowwd Florida PmbsdwW EpWlser Florida Registered Arched or a Licensed Florida Pnwasebnal Enploesr Report Complbnco Methotl: Evaiatlo Report fiwn a CDMPN WO OVIC& E 00'r Cons Professional Engineer Florida Regielerpd ArWad or a Licensed Florida FL/2WH412 Produela FIi704614t2 Produete professional Engineer 9lallhrAvamta Absolved for Use Approved for Use 1nW Dulan 91MIId.SN1Y100 A Use bug )china FL0204a1410 Products aeaa ProdudtNedd.NuorherorName 91WmcAYI Pfee1M1 Ream for Use A Jat iafN11Z lromd la4aald sleet PBMegrs �ti a.IA91Z g Jaaaad P1oe8t slag latA(H2 2 1 PIItMItt QLP@W Asojornmoo Adwomved for Lim Approved forSes. hood heaim 1 a Therms Tor Rbx-Clopb and Smo*8 Stm Nominal 6&0 i9;8 &quogNmHmpad6quoC Opagp 12I3IMI No Yes No NIA 8 t Therms -Tor F9mrClseok and Sr ooOrStar Non" $Mg-.0 &quo0oaftpad&qud; Opaque 120312021 NO Yea No WA 9 L Thermo -Tor Fbar4w* lid Smootlh-fiat Nominal 6&*Sg8 &qupklbn-ImpadBquol; Glazed 121312021 No Yp No WA ! Pit . NWT a Manor ProdoctDhoarkillowt ��Z Outside HVHZ Resistant prownsio, Composite Edge FAsgisN 8kgN Dior Comports Edgtswi Fbgisp Single Dpar 8pppmgropbwing; X wMpuratbrh) Composite vingpLana ; X Corr �Bis OoOr (te4wlgAdmwlop; X eon69umtbn) 14 n. Thermo -Tor Fter-Cla mic and SmoobShr Nmrtlml 88009;O &quotNon-knpad&quok Glazed 12/312021 No Yes No WA 0newiny0utswkg; X wnnpuretin) Composite FdOp FbegWs Sinpte Door alemtgr&eW B1�'A.fellloa ( M; X oorfturstion) Florida Departryient of Business & Professional Regulation Pis i a+ Florida Deparbnent of Business & Professional Regulation Pep i of l Building Codes and Standards 52o1a Building Codes and Standards 1lMIS Product Approval Application Detail Product Approval Application Detail Florida Deparirrlent of Business & Professional Regulation pop. l a l Florida Department of Business & Professional Regulation Page i a+ Building Codes and Standards Product Approval Application Detail YSmis Building Codes and Standards Product Approval Application Detail IPWIS Shea EOdWor Rde gale oat. parrdn gga 920 aides gia gas del! Poland Rot Fl51153374l4 IYae VersaD tam+eetilrs[ coghm Enaaaec&LMMy.0d.bdBy ywkwd ala6rstillad FSQAnomhW Approved $fMM Lo Version NaDlbasesc Corded Eol—LI.1— Validated ay V lWab1 lgkM d P13RA9aroel Aomovad ANK Revision 2017 Therms•Tru Copoation Rick Wright National Awmdkidim & Ryan J. Kln9, P.E. 12202017 020/2017 12rM2017 Approved Revision 2017 Thomm-TM Corporation Rick Wright Notional Awadbabon & Ryan J. King, P.E. 122m li 09212017 i22212017 Approved Category: Exterior Doom (419) 2MI740 Management Impute (613) 7674555 Category: Exterior Doom (419) 290.1740 Monspmrant hm8brb (813)76741,555 Vld< or !tom 2* helm Q SBdR EnIfty or go 20 Oda Painting 20 S.bCals": Swinging Exterior Exterior DoorAssemb9p ridwrQrwbkigwnsuBarnb tubCaeepory: 3wirgkg EldarbrDuwAseenblbs ddrn�rwWdpeonsutiahm La Version laedamlrsL rwh Sr9dad Eodoe3J.ltano vagdabd By Y ahlYolated 7'?iSiAo[glMl AaesdMtl ease Lo YenWt Sim Emaaat.&.LAteMn velnaeba by YdWMnII automated FER.Am[etal Aoownfl haatM C°egporrp Msaad: Grtification Merk or Listing Corp CoprpYance Msead Certification Mellor LisBng Con Revision 2017 M15hbdowe and Doors Brent SMnger Lids ROMrto Lomas Sown M. UriNI PE 08r132017 0all 12017 081162017 10`102017 Approved Review 2017 MI Window and Dona Brent SMrger Luis Roberto Lame Stswn M. UrI* PE 081132017 Dan imil 08/16M17 101102017 Approved Category: Exterior Doors (717) 365-M PE42514 (717) 3174454 Category: Exterior Doom (717) 3653300 t &ubCatspory: Stidbg Exterior DoorAssemblbe bsMmgsrQmNN.can BubCatlapory: Sliding EzterkxDoorAsssmbbss bMlnperQrmbwd.cem gwdhA!!l!!ao Alliproved for ties Approved for We MEW Doolm Quaft Am ARRMW ftr Use Approved for Ilea Imogt Do" CompWnee Method. Evalaton Report from a Con albnco MMho&- Evaluation Report from a sea! Prodiart Devastation s an"Eatmeam Dab IB1B(Hi 1>UM& t1mZ Ia hA d Pyeeue alai Product Madal. Numbear orr Name ProductDoeadatkon SrookKME a I&IAGtz Carloads HVHZ Resided Proaears Florida Registered Architedor a Licensed Florida Florida Registered Arddbd or a Uopsed Florida 1 a. &quct;CkoWoCrM6quot and AquotSenchi ark by SO and SO Opagp and Otezed FbergWa Door with 1213112021 No Yea No WA 5 e. &quohSmooM.Sar&quot and &qud;Bendwmrk by 818 sat W Opagw and Glazed Fbegbss Door wind 12131=1 No Yes No WA Professional Engineer Protessinnal Enpgaer Themes-Tn quot end wehad SWeWs. hawing and Oubwhg TMma-Tru&gvot and w*wut SkbBp. kiwis and Oubwing ProdatModel- Nu berorMote Quaft Assurance Product. Approved for lie Approved So, Use, wwo In HVHZ glrtsbkllyHZ Rwbt d gem M�m affi!r Product Mocial. Number or Nwo Que f.AM ProdudDese Contrast Exploration DOW Approved for Use imma Int>Y!!& ouhlhb Rfthmflt pomm P.Jlaeum Search Creole Sam" Gawk 3 BERIEB 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312018 No Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 1201/2018 No Yea No WA 145.34Squo1i;x95&gwt x01 XX 118&gw14xt058quot Florida Departinent of Business & Professional Regulation Pepe 1 a, Florida DepartrneM of Business & Professional Regulation Pope I of I Florida Department of Business & Professional Regulation Pulp I of Florida DeparMNmt of Business & Professional Regulation F.p.1 a I Building Codes and Standards IIYJO1a Building Codes and Standards 1ASmta Building Codes and Standards 11=18 Building Codes and Standards 1+5w1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLA52":Ba gsde Enter, or gate gde IelePandDa tea FJl15279M gala FDtIBLa !ea gla Dab Pwidby gale miss h-nlda pr lea no Data Pendbro Race 92112 amIlbY.or heat lea pdg p wkw !ea Lie Ymlgn larsdadlru Corded E Mk~ A, Lkn Yaadered By YABoad Aggisaild MCAogtsaral Ago2nd Alto Lo YersWBYMM&OW Sdolaat Er k—atLb— vaedated ay Valklabad BN&MNW FW Am[e.l Ag9roved AN" Lo Varslm milettleg= contest FinamLLLMM Validated Br You" iWas tl !mod Ate3vad aauo lye ygpWg lamdrrsm Suet ancestor A Llama Vail yamm Agar aid t' C AmmmM Aaooaad moat Revision 2017 Clepay BW *q Prodt" Company Mark Vleoteraeld Intemk Tptinp Services NA, Gary Phahher 11292017 Dar102017 12X152017 Approved Revision 2017 C"" BWloing Pro hide Company Mark Washemaki Inertek Testing Swkxm NA, Gary Pkahter 11292017 08/10=17 12/052017 Approved Revision 2017 MI Windows and Doors Bum SMrgor Lida Robsdo Lomas Sown M. Urich, PE OBr132017 OSn 112017 O011&IA17 lor1 O2017 Approved Ravkgon 2017 MI YWdaws and Dias Brent Stronger Luis Roberto Lomas Steven M. Urlc h, PE 091132017 0011112017 08115=17 10/102017 Approved Category: Exterior Doom (513) 7704062 lie (513) 51945M Cetepay: Exterior Doom (513) 7704082 Im. (513) 519.M Cotegay: Exterior Own (7f 7) 386330o PE-62514 (717) 317-8454 Cetegavy: Exterior Doom (717) 366-33W PE-MI4 (717) 317-8454 - aubCslpory: Ssdbnal Exterior Door Assemblies mwesterSNd@cbPaY Corm auUCON": Sadbnai Exterior Door Aspmblka mwao*ft dopsy,00n � Bobcat.": Sliding Exterior Door Assemb9p boMngerillimiwd.eam SubCetsgpry: Sliding Exterior DwAssambliss bsalinow ®rewd.wm Complirwe Method: Certification Mark or Listing. Compliance Motlhed: Gntlflatlw Mark orLisbg Compliance Mobod: Evaluation Report from a Complterru kftgw& EvaluMon Report from a FUM527114145 Products W5211140 Products 8 Florida Regsered Archb of or a Liconsed Florida Florida Registered Arcboed or a Licensed Florde cz Professional Engineer Ploisslonal Engineer Aporovod for ties 11mld ggg(m Apu for Use Aonwed for Use hosed !e>Wm Products 2Pduall wadal. Non Proddot Depression coodareat EmAndw DabIn HVHZ Oubdift.HVHZ fielowasd P3NOYR Saga product McxIal. Number w Memo PJ tlMars 1. Hv B. Olftkb OBY sta"Id Pl FSa152a24114 FLM6222-ILL Prodnb 37 D37 W6419 PAN-2F161:84& 94, 73, 75. 1500. 1W. 78, Steel Pan (min. 25 gat) Single-Cor (up to 9'0' wide) 061 l=$ No Yes No +30 PSFI-32 63 053 W5-18 PAN-2F153: 84A, 94, 73, 76, 151to 190, 4RST, Steel Pan Irvin. 25 pa.) 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Uddh, PE 12*Ml? 12M32017 Validated m � Revision 201T MI Windows and Doom Brent SMnger Lids Roberto Low Steven M. Uddr, PE 08113awl, 08/11=17 OBM52017 iN102017 Approved Review 2017 PGT Industries Dean Ruwk Mkm4bads SCCO - CER Mlaml-Dade BCOO - VAL 12rhM17 112=17 12rIM017 Approved Coosa": Exterior Doors (641) 444-2844 (305) $60-4707 Category: Wrldaw (717) 365,% g Mamd duress Association (717) 317-8454 Category: Exterior Doom (717) 366330p PE42514 (717) 317.8454 Cabpaey: Exterior Own (941) 458-0100 (T88) 376-2590 Subcategory: Exterior Dow Components deve.dedlottapaabby.w subcategory: Single Hung HungCodi M%al tl.wm BrbCdspory: Sliding Exterior Door Assemblies beafin"mmW.can Subcategory: Sorting Exterior Ow Assembles dnurkQpptlndueblea.wm Campfiree Meaad Certification Mork or tiding m CamplMrorYMd: ad: on MarkorListinp Camaasnce Meted: EvaluationRepot Sons a Coahpibnce Mstlrod Cemtifiratiw Mark or Lisbp Florida Registered Andn6ed or a Uoerrsed Florida FW 1&174t7 ProductsProfessional Ell~ a Product Made. Number or Manor Quests Apurens Product on Contract Expiration Dab Approved for Use Approved 1. 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Number pr dame OLWW Assimmo Annrwad for Use Approved for Use l.Od lalAO'S Roam Down, HWurs Approved for Use Approved for Use tallest )� 1100 SGD-6670 (Large missilemissileknpad) Vinyl SlidingOU142021 Y" Yp Yes WA 1 5g7, 707, 727, 747, and $47 Shgb and Pena of Doors Flesh, Glazed, and Lou wW single lid psi. of 12131=5 Yea Yp Yee WA 2 185 SH 52x04 FINFknge Frame KG/SG Single Hung 10A82018 No Yp No +6OI40 goALUMI 1n iglHi !?r lltli BflNo PJtalun tallow maid doom. 5 5 SERIES 420 ALUMINUM 800 REINFORCED SERIESPMdUaL SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312010 No Yu No WA seemok creedal Code Vers), 2017 FIL f. 251.1 tempt Cn -tf DepartrrWent of Business &Professional Regulation Building Codes and Standards Pepe I a h 1r wis Florida Department Of Business & Professional Regulation Building Codes and Standards Pepe 1 or 1 1 sale OFlorida W Florida Departrnant of Business & Professional Regulation pope + a 1 Florida Department of Business & Professional Regulation F.pe 1 a l Product Approval Application Detail Building Codes and Standards IPWIS Building Codes and Standards Imois Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail — RA Snide Elora f� hide gde gede E MW a !� gde �e FUHRIT&M "52796M Ins yens lllawballuc Combat Frmlmoov, & Llrsmas Validated By VaYd&W submitted I =Aomval Agumxed aato Lo Version misolketurer Context EI1ablae A U— VaKd@W By Valli Submftd FECAmroval enamel Saar 290 Enter or Rdt 21M Dab Ponsfirsis RN 92111 IirMb or 210 20 DOD PANWIM Rot Revkkn 2017 MI W indoxs and Dais Brant SR%Wr Am rim Am has*ral Sown M. Ihich, PE 1213112017 12131IM17 0110420IS Approved Revision 2017 PGT loduellp Dean Ruark Miami -Dade BCCO - CER MIon*DWe BCCO - VAL 12120r2017 12108/2017 12 5=17 Approved sr� Lae Y9Wffi tamdesew Donald Emlower&L�yalklebd By Veeaad &IhrseaY Fh rai Aaa[eMd am& 3yg& Vlrslm lauldrAm[ coded E..k—ALig )WWOIl�t Addled &&MX l F9C Amend Approved DaYM Windup (717)"mio Manufadu are Association (71 )31744St Windows (941)4880100 (758)9152590 �7 Review 2D17 Clam Bulldhg Products Company Mork Westerfield Imamk Testing Services NA, Gary Phahler 110MI7 05/102017 12A162017 Approved Ra oll— 2017 Cbpsy Suborng Produces Company Mark V%Mrfiep Irdartek Testing Services NA, Clary Paahbr 1 a292017 OB ia=17 120=17 Approved SubcaCategory. romplb� Il Flied t:omplrrea Mended: Gdacetiorh Mark or Listing bsbanWr/$mFvd.00rn Subcategory: BuDc.tegory: F1xed Compliance, Method: Grtlflcetlon Mora or LNtlrig daerk�pggnduebiss.rpm O Category: Edador Doors (513) 770 e= Inc. (513) 5194600 Category: Exterior Doors (513) 770-NU Ina. (513) 5194t`4!S &ubCatoWy: Sectonah Exterior Door Assemblies Comparator— Grflfimxrfiw Meek or Listing mwseter5eldedopay.wm &ubCalspory: Sectional Exterior DoorAeeemboe Compliance Method: GrtlBnlion Mark or Lis" rmwWSeftclomycop CAWPl09!Aborwell fwUse A N YW forties lima Resign Ag,,,,d ft,.A,,r,,d for 1mm lioolm Y f FLa15279445 Products Products am! Product Drawbridge ON in.KAU OulakIsHVINZ Resigum PJaeMlm alai ProArJ Yodel. Numiherorwm. Product dMlm cooked EAksom Dom In HVIC Outside Kwa haeWaot Pressure, Q $aINS, Aggyrame, Asswoved forUse Apuroved for Lose iMRW Dealers GLOWg Approved for Use Approved for Use Ong 2t" 1 185 PW 73 x 72 Insulated Glop 040=18 No Yea No +80&80 9 PW- 020 (Larye Misses impact) Vinyl Fixed Window 041302020 Yee Yea Yes WA co awl Product Madial. Mumbeir or Name Product Dsoodolkad InMVHZ OLUMS )BlZ hoed Pteuurs Sma Produallbodal Number a 01sans PfadodDmdb,, Contrast Exobmflm Dab hiHYHIZ Jboe HVHZ Resistant PJOMo as 085 W S-Q8 PAN-2F15173, 75, 84A, 94, 42, 48. 428.489, Steal Pan (ran. 25 pa) SlrgleCu (up to W(r wkb) 0621=28 No Yes No +38 PSFI-42 102 102 WO-18 PAN-2FI53: 73, 75, 84A, 94, 42, 48, 42%48B, Steel Pen (min. 25 go.) 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(410) 295-1740 PE43409 (813) 7674556 YdWdad age FSCAmmel Annoyed 101182017 IOMGW17 I0222017 12/122017 gaga Approved Uj 1 BrbCSwlnplogldendr wbngcenuxarnte. 290 EdaLa R� Pea �Pendkw tea � Enftor 20 Rde haltJ'.a� gigs Report omaaes Compliance Method:iftefEvaluation Report Norm a Con, cans Q Lots Yersion M mbatu C � En ilm or & Lipp VNMsied By VA"dam ah� FW Aei�l Approved Braes La! YlllaD hamirlffiYOL carried Enak a &.LImm YdWaad.By VslkWW aWmlSd FBQAwMal Amyl sm R Floridanda Rapisbretl Ardhited or s Licensed Florida Revtebn 2011 PGT Industrials Wan Rusdr MIam406b BCCO -CER Mlam4DrpM BCCO - VAL 122N2017 12SM17 121252017 Approved Revkbn 2017 MI Windows and Doom Bront Stanger Amerman Ardhbooturel Steven M. Urkk PE 01/032018 0110312018 Validated Probaslonal Engineer Cats": Windows (941)4"00 (788)316-2590 Category: Windows (717)3653800 Marwheoh os Aesodelbn (717)317-8464 BpbC+tegory: Single Hog dMorkillipgtlndueMea.mm Subcategory: Horizontal Slider baMnperamtwd.wm Compliance Method: CerlMaw dMark or Listing ComplMrp Meead: Codification. Mark or Lis" lea1. Z FU123R4R25 Products FL915351.116Produab 1 a. &quot:FbmCkwk:&Wok. &gwtSrmxAhSlm&grot, 6&M;8 &quotimpad&gwt Glazed Fb ergkss 12GIMM1 No Yes Yes WA Q QL%VW Assistance Approved for Use Apportioned for use lea! grim R kCrae&quot w&grd;ClsssicCrM Single Dwr- QC)kawdrg or Oubvrirg Configurotlon �. seat Pi� n g EBab Apmoredforues Approved for Loes 1.HVHi glNods HVHZ !Bold meaad Denim pJ m Banc Product d Model. I Nmro gltmodExpiration P ,Oa IDIQJi Ytli BoaM [lelWrs a 7 3H4500 (Lags Mlsse Impact) Vinyl Single Hung Window 07I30(1020ag Yes Yes year WA 1 HS 188 Flo and Fbnge Fume 73x82 Insulated Glass o2 hems No Yes No +56145 SHEET NO. 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