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HomeMy WebLinkAboutBuilding PlansI'm III � I a I 1i MOTI 11 , � u 94INZ uu I R] I III IIIIIIIq I 1 b0 i •0 I III 01 `�1111_l mc a ffiiill A UNS] 41 I I I I I I . 0 CONSTRUCTION BY m m PORT ST LU(',#*IE PROPERTIES 2401 SW MONTEREY LANE, POR"l- ST U,101.11E, FLORIDA, 34953 MODEL: (772) 336-0050 CONS)TRUCTION OFFICE: (772) 249-00815" AV 10% WWW. PORTS TL UCIEIC US I 0 UMPROPERTIES.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED ROSA RES. OCCUPANCY TYPE : R STREETADDRESS: 1565 BENNETT ROAD FORT PIERCE, FL. 34947 CONSTRUCTION TYPE V' PERMIT NUMBER CERTIFICATION STATEMENT: - 7HAPPLICABLE I CERTIFY THAT TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS Hg,-/E BEEN DESIG �� ED-D COMPLY WITH THE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLYADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY, I ALSO CER71 IFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIf D BY CU RRENT CC 1� E PROVISIONS. -_ . ...... "";�-­--__�`­_"­'_ DESIGN PARAMETERS AND ASSUMPTIONS LISED: i _� EDITION WITH: X SUPPLEMENTE �.- '--� 1. FLORIDA BUILDING CODE: ?40 I S AD ASCE 7 - ---___",--�--,----"------��� 2. STRUCTURE DESIGNEDAS :ENCLOSED: x PARTIALLY ENCLOSED - —_ OPEN BUILDING 3.RISK CATEGORY : I—II-x III IV EXPOSURE CATEGORY B__C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD I t 0 ZONE WIDTH, 5' 5. Mg&N_jR OF HEIGHT: +/- 13'-6' ROOF PITCH - 6112 PARAPET: Y_AF_r. 1 ­ -, -­ ...�'"" " I _ ,� _ 11�-1-11 _ 1­1 I I 111­ I;- ­_ ­4­ I I ,. COMPONENTS & CLADDING WIND I ,, PRESSURES�-USED:(PSF,aASEDON10SQ.FT@10MRH---�_'--------­"'__ (a +244 � ZONE 1: ZONE +'2�*' ZONE& ZONE 4: +'3f'" ZONE ."77-'_`_GARAGE: 1� - .4or �&�- / 43-Z -O.'s - "8 - --�' - ".�:�' 0 I-___- ------ � _1�____ TDESIGNILOADS : FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF '/ LIVES _'LLaL_PtF_ 'BALCONY _-NIA PSF DOCK: __h0A_ PSF DECK: WA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILINGNIA PLIF/CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE - YES X NO — (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOTAPPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED '? AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: BOWDOIN G. HUTCHINSON, P.F. CERT. #&CO. CERT.AUTH DESIGN FIRM. BENCHMARK ENGINEERING DATE : - ADDRESS : 806 DELA NA RE A VE. FOR T PIERCE FLORIDA YES 70878 — t III'/ ' . "I'll�-111,11,�.---",,-,-,;�-'-�,,,�,,_-.--�' \ ' -"I - GENERA!. NOTES I � \ I �' 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, I'D' ,T. SHALL. VERIFYALL DIMENSIONS, CONDITIONS , AT JOB SITE, PLANS, SPECIFICATIONS, ECT. � U 0 0 r �'� - 6, m M, e r_-"g I � - I �' . I - ' " I , S 8 I , ', .1 1 2) STRUCTURAL FEATURES NOT DETAIL. EDON THESE PLANS WILL BE ADDRESSED BYTHE ENGINEER, \1 0, ' * t ,-- , . V ffie T:' - .� �i � `-ki� 9" �'Ms:ufp_.- Coa., AS CONSTRUCTION PROGRESSES. " � .. ' .' .. ... ....... .. i,:i';;.:� -� ...... ...' ... "..'... 1\ �,.,,-�,,-,---��-�,,��. .. . � 1.­.1:­1:.1:.,..N ... 41'fio - I T0 9. Tii-4 - k '­- .� - .... ::,: - ­1___-__1­_1:_:1:1__x 3)ALLWRITTEN DIMENSIONS THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. - ... - . ''. ­­:­ ... ..' .:. . na . . 16. ! . 1. - ' , I � �.: .. 'ou I .r."', ;1 ." I : . - 24 H I , � . . , . 9. 1 1 - - .. �psj� , . � Amiiamli;: 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC)�Ot FBC1090 * ! - : ii� ..il , - .1 . '. . ; . - . I .. a . I . ., 1�.'.w.-.."...' �-'ii' � RESIDENTIAL, FSC 217WPLUMBING CODE, FPC 202D 0- . , , ME E, FBC2010ENERGY �. - I . I . . . ; . MECHANICAL COD ' �. . CONSERVATION, AND THE NEC (NFPA 70) �*174 EDITION. I , I � ' I.. �...... - i ­ ' �-' .. � I � "I5'1) _RESID ENCE LOCATED _ TIN NEGLIGIBLE 1- W" EATHERING AREA, AND IN, V�ERY'HEAVY " ,TERMITE -IN, FE4I jS � ITl/A , v-T�IO -�N ' , /I AREA PER FRC 301. i'" �'Orchd$ ____­_ e�e-��irIc; FAT': P�erc0"__""4q11_`1- I, t V " .. ...,........".."'....,_ .. .. ...... ?_ . ENERGY CONSERVATIO-M-NOTES, ,� ... . ' .. � -, ". . :. 1, 1, IIIIIIIIIIIIIIIIIIIII., 11 I . 15F . '- . - ' � I - ­S- "h Fa, . - - - �' Bva�4; .., nvily Fa:? V, - - .I f, .. a p __ - 1, 11 I '0 Vinyl Wir I I ­.i .� . . ,, I ... : . 1) RESIDENCE SHALL. BE IN ACCORDANCE WITH FLORIDI 3UILDING CODE:201,PENERGY : 0 m� I I � Q, � ' .: - . �-� _. :. .: ' . � "" CONSERVATION RESIDENTIAL. I -1 . I ' .zDID I :` z ;. :: ' 1� '_'� I ' : ' I - I ' ' - .., .. z' I ,--I,----- - ­ - % 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITION[) SPACES TO UNCONDITIONED SPACES � - ' - ... . : , : '. -� SHALL BE INEATHERSTRIPPED AND INSULATED TOALEVEL EQUIVALENTTOTHE INSULATION ON � - I ,' ,..� THE SURROUNDING SURFACES, A WOOD FRAMED OR 'E':IUIVALENT BAFFLE OR RETAINER IS I I - .. ibl .......... ­.. , �� ...... ..... Map dWs 020� " � ............ � ... ,A. ��' REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED;, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING,SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R4024.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SH kLL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING COORS' NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELIE ) IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCl-'LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC: 2017 ENERGY CONSERVATIC41 R401".3. I m Fm "' 'a mEEFZING BYE Etv ,,\\\.,\.,%,,iltillitillit,""",, E1EN('*;"%HmmmAKw""K EING`IINEERING '* 0-�A. U . T C/y ,,,, - - - \ . - ... ', - 11 , .. �� 1, , ' , '�' .--*' -Z' N .-'*C, �q .. , -�' () N I � - , '6 .. 0 - " go:: 13,61 .. I Z� = : I . ' = = = . 1* CC = = '. 'q'1 � 0 : UJ-Z . _cD - - ',;Z-.-.;. - - z �- 0 # \'��.-. -� Z' ST LUCIE COUNT"� FLORIDA LA1 P4NING & DEVELOPMENT SERVICES DEPARTMILN i� I BUILDING & R1 'GULATIONS DIVISION —_ PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: PROPOSED �OSA RES. I APPLICANT PRODUCT I OPENING DESIGN PRESSURES I — I PROMCT'UTED DESIGN PRESSURES ' MANUFACTURER I !!Lj MODEL NUMBER PRODUCT I GLASS TYPE I METHOD OF ATTACHMENT . - ----- , � . 9 APPROVAL NUMBER �� � � � � WINDOWS SEE ELEVATIONS +. / - 55.0 WINDOWS DOORS 165 SH . 9, : , � : : . � : � I I FL # 17499.1 � 9 : I , 9 , �' .9� 9 . 99 . 9 . . . 19 � 11 " : , , . : : � : : 9 � , ; . � 9 1 9 , . . � I : : : ,.: . , : : : � � rl � . I I . I . . � . � � . . � I I � : 9 , . . � : : : . � � �� , " : ; ' . : : 9 1 1 : : : � � I . 1 9 . 9 1 . 9 . . , , , 0 � I � ,� : � . I � I I I � . � � � � . , , , � 9 . , 9 � 9 , 9 . . 9 . , . , 1 9 . I IMPACT i 9 - , 9 9 9 :9 � , . - " . � � : . , , : .� I � , . . . . . . . . . :': : : . : , : : : 1 9 1 , � , , � : 9 9 � I � I � , I , 9 . I 3/1 6"X 1-114" MIN. EMBED TAPCONS WINDOWS N/A N/A , NA WA ATZ'1116"O.C. I _+ N/A N/A N/A MULLIONS : � : : ; N/A N/A NIA N/A N/A -- NIA N/A BLOCK GLASS I N/A '" NIA ..� . 9 � I 1 9 I N;'A N/A : : , 9 1 . � - � I - . . 9 , NIA NIA � N/A SKYLIGHTS NIA lt:± NIA NIA i'-,'j'A N/A I N/A N/A N/A SLIDING GLASS DOORS E ELEVATIONS AT'ONS " L V SEE ELEVATIONS +/-55.0 ' - MI WIN D(.')V%IS & DOORS - =12011301140 SGID I 9 - - - - -7 FL # 22401.3 7_ : : 9 . . : � : ;� . : � . 9 9 IMPACT � I (2ROWS)11I , 1W MIN. EMBED SWING TYPE DOORS -E ELEVATIONS ATIONS SEE ELEVATIONS L V +/-67 THERMA-TRU SMOOTH STAR ......... FL # 20468.1 - NIA TAPCONS AT 6"/ 16" O.C. 1/4'X 1-1/4' MIN. EMBED TAIPCONS FRENCH DOORS . . . ELEVATIONS E ELEVA ON S I SEE ELEVATIONS +/-50.0 .— — THEIRMA-TRU I SMOOTH STAR . FL # 20468.12 IMPACT AT 6'1 14.5"O.C. 1/4"X 1-1/4" MIN. EMBEDTAPCONS . AT 3" & 7" / 1 4.6* 0. C . ---- � - - . ' * - GARAGE DOORS SEE ELEVATIONS - +55/-6-4 DAB 73W6 NOA # 1 M301.07 N/A 5116, x 1_5w MIN. EMBED LAG SCREWS HURRICANE PROTECTION N/A N/A NIA N/A ONE PER BRACKET) - — - NIA NIA NIA ROOF VENTILATION -80.7 -180 TAMCO-CCOL RIDGE CM-18531 FL # 41 03.1 — NIA FASTEN USING MIN. 0.12WSHANKDIA, MIN, 0.41T DIA. HEAD MIN.2.62-LONG CORROSION RESISTANT ROOFING NAILS SPACED ZV O.C. ON EITHER SIDE OF THE RIDGE SLOT ONTO SHEATHING UNDERLAYMENT N/A N/A SOPREMA, INC. (CANADA) SOPREMAROOF UNDERLAYMENTS FL # 2569.1 APPLY POLYGLASS TU PLUS DIRECTLYTOTHE ROOF DECK DONOT"'PPLY TO SHINGLES OR OTHER ROOF COVERINGS. STARTAT LOWESTPOINT OFTHE RCOF DECK WHERE POSSIBLE. OUTTHE POLYSTICKTU PLUS TOASUrrABILE, I— WORKABLE LENGTH. OVERLAP SEAMS 3- MIN. AMID ENDLAPSirMIN. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE FROMTHE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OFTHE ROLLAND APPLY PRESSURE. ROOFING MATERIALS 160 — f 194 - T 0,^i'ENS ' ­ORNING ARCH. AS P �iALT SHINGLE FL # 5259.1 N/A FASTENERS FOR ASPHALT SHINGLES SHALLBE GALVANIZED STEEL, I.- STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE (0,105 INCH (3MM) SHANK WITH A MINIMUM U INCH (MMM) DIAMETER HEAD, ASTM F 1667, OFA LENGTH I HAVE REVIEWED THE ABOVE COMPONENTS : AND CLADDING, AND -1AVE APPROVELD THEIR USE N THIS TO PENETRATE THROUGH THE ROO FING MATERIAL$ANDA MINIMUM 314 INCH (19MI INTO STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES - SP Cl;:�ED Sv C,'URREN- CODE PROVISIONS. I THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 34 INCH (19MM) THICK. THE FASTENERS SHALL PENETRATE THROUGH THE NAME: BOWDOIN G HUTCHINSON, P.E. SIGNATURE : !'� PLAN I 11 SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667 (6 PER TAB) 1,N DESIGN PROFESSIONAL: BENCHMARK ENGINEERING '_ — CERTIFiCATICN NO 70878 — - -_ — 90A,14 , ELECTRICAL- NOTES /I- 10 I 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE I EC (NFPA 70) 27617 EDITION. � - 2) A MNIMUM OF 75% OF THE LAMPS IN PFRMANENTLYINSTALL TING FIXTUj ,RESSPI&BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY, INIVrAttEt)-f IGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGH-r1ING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONEDAND UNCCNIDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W1 BATTERY BACKUP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCU11TARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, CIENS, BEDROOMS, SUNROCIMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROJIDE OROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OFANY iINK. 8) CARBON MENOXLDE DETECTORS TO BE INSTALLED WITHIN 10" OF' ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT 1 U) PROVIDE TAMPER RESISTANT RECPTICLFS PER NEC REQUIREMENTS. I 0111hi 0 k I 11 0 1) INTERIOR TO BE W DRYViALL FINISH: 2)ALL INTERIOR GYPSUM BOARD TO 1311 MIN.1/21' THICK WITH (13 GAGE, 1 318" LONG, 19164"HEAR ; 0.098" DIAMETER, 1 '/." LONG, ANNULAR -RINGED, 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8' LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086' DIAMETER, 1 5/8' LONG, 9/32" HEAD) SPACED AT 71, D.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288. C 1325 C 11 781, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONSWi BACKERS RS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE-I)EVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME. -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIA[ S INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0,1 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE: UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPO WITH SECTION FRC316, 7) PER FRC 7102.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, 1 � C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C I 395, C 1396 OF), C 1658 AND SHALL BE INSTALLED INACCORDANCE WITH THE PROVISIONS OF FRC, ARID ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 1 8):NSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLO(M-CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACESAND ATTICS SHALL HAVEA FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO D:CEED 450 WHEN TESTED INACCORDANICE WITH ASTM E 84 OR UL 723. � � v ,1 , I'm ,_1)j?g§IGN LOADS IN ACC DANCE WITH ASCE I - 6 4 \,,,✓" - — I PSF 2) S 0 1 L -B BARi 43-00AG_ I TY. -jj66 UK.7.-_____,,---'_z 3j ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 WSUSPENDED SLABS: I W 6) LAP ALL REINFORCING STEEL AMINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL. BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUC-1 L fRAL COMPON ENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED, 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND !NTEIRIOR DRYWALL. IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE MINIMUM 4' BEARING. 12) PROVIDE # 5 CORNER BARS W1 30- MIN. LAP SPLICE FOR BOND BEAM. 1 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2' LONG NAILS WITH 3/8" � 0 HEAD@ 6' O.C. OVER (2) LAYERS OF (I 5# FELT OR TYVAK, BUILDING WRAP) OVER 19/32' CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6'0,C. PERIMETERAND FIELD. I � HAVE VER71,-AL STUDS IN NUMBER EQUAL TO THE 14) BEARING POINTS OF TRUSSES SHALL HA /4 � NUMBER OF PLIES OF THE BEARINIb MEMBER WHE-N THE BEARING MEMBER IS (2) OR MOREf 1. III t I PLIES UNLESS NOTED. mms V , - tv-- -at 11 E 9 a z w—I a: . w ,=--, ii! Lu z 0 UJ w w 0 (b M aD co Z z ILL! � :) 0 PI- * IIIIIIIIIIIIIIIIIIII 0 �e it < r cj . 0 Lu Z :� X :r z cl wl a z 0 0 w M 3: 0 Cal — I , , , , I i .. I � COVER SHEET 1 SHEET FLOOR PLAN SHEET 3 ELEVATIONS SHEET ELECTRICAL SHEET 5 FOUNDATION _ SHEET BLOCK PLAN SHEET HVAC, PLAN SHEET TRUSS ('LAN SHEET DETAILS SHEET 1® DETAILS - t'A�� SHEET 11 1 t w'�x� I . O &D In 0 N O le 58'-0" 18'-0" 16'-0" ' 161X16"X8' CMU COLUMNS ■ ■ ■ ■ , I TRUSSED ROOF PORCH 94"FLAT CEILING i r o SCREEN ENCLOSED, CONTRACTOR ' ' iV TO LOCATE SCREEN DOOR i ' 1 , T-2" -41° 6'-6' I , 1 � O ' , 31/2" STEP I SH-25 /EGRESS I 60 I TEMR 11- TE PATIO D RS ' O 2680 4 , ., ,_ 3 w Gb I -------------------- c.1 13 11 / 10 6/ 1 REF. r— — — — — — — — — — — N I 5'-1 LL Lij .cs `T WARDROBE oO W U z w LU LL LU in N 26$0 0 a LU 0 DRAWER LLI STACK in @01m BATH WC i/n RAIN SHOWER HEAD w/DIV. VALVE d ® N HY .12"STEP w w Ox e I 2_0 9-1174 N Fb i I 1 I NOOK i O I 9 -4' FLAT CEILING Oq I Z I l 0'-6 /w c♦ � lU ca c N m twj N I w :'5' 1 to co c� �LL ti I � v I r ` I I I I I I I 6 o NON-BRG. WALL — — — — N F " UTILITY ROOM 1 9'-4" FLAT CEILING p g1 1 x e X I 1 q FOYER uo 6 I I It DRYER i LOCATION AHUill I II ® WH WH wl DRIP PAN No O &DRAIN LINE 20 MIN. FIRE RATED R IN ■ PROTECTION POST 2" CURB— FPL METER 200 AMP BEYOND WALL ELECT. PANEL I SULATE WALLW R-11 FIGATT'J I UTILITY PAD w U ; 22" X 54" A�'TIC ACC. z AIC COND. ■ PULL DN, STAIRS W Lu LU O GARAGE j T W U 9 -4' FLAT CEILING 0 N LLI LL O w LL 3'-6" L ® •--- ----------- ---------F.F.}------------- --------, w - C7 0 W i W Lu w ? c L I ' Nw I I ' ■ F I W a rL o I 19 -4 /. N � I HOSE BIBB m I ' is 08 (A 04T ■ I Will 16080 / OHGD 110101 74" 16'-0" 21-4" 20'-8" AREA TABULATION OCCUPIED A/C AREA: 1557 SQ. FT. GARAGE: 428.0 SQ. FT. FRONT ENTRY: 150.0 SQ. FT. REAR PORCH: 192.0 SQ. FT. TOTAL FOOTPRINT: 2327.0 SQ. FT. SCALE : 1 /4" = 1'-0" OPTION "A" &11Y STEP 5'-0" 9'-10" 24'-0" 1 5'-0" HOSE BIBB is ■ ■ ■ ■ ■ e„ ■ 11'-10" O e N � LL o I I J J LU KITCHEN ° to w m �° ■ 9'-4" FLAT CEILING °d ° o O _ ; BEDROOM # 3 I w coo ' 1O I _ 9-4"FLAT CEILING I Lw1@ i �I SINK ° LU I 10'-4" COFFER CEILING I ih T z 2' w N DW I I � 36" HIGH COUNTER o i° — — — — — — 1 °-0 PANTRY — o� — e cop [V � 30801 BIFOLD N N W d In X 1 1 O C I I HALL BATH LL N O m = -----, 28$0 ■ c GREAT ROOM x ¢ ; 9'-4"FLAT CEILING _n ;n v y Z ROD &SHELF : e CV N a �, w ' N CLOSET r 0 50801 BI FOLE■ 24'-11 s" O m CV N 3'-7 /. I 2'-2'/' 6-0" I ® ® I I ■ ■ ■ ■ ■ I IN A BEDROOM # 2 SH-351 COL. SH-351 COL. ■ 9-4" FLAT CEILING r` 10'-4" COFFER CEILING IiN 1 2 2'-0%' I 7,-9'/" COVER D ENTRY / FROP IT PORCH 9 9'-4" FLAT CEILING 9 ■ I I ■ I I L — — — 1-•I�_8 — — J ------------- -- 43 ------------- ---- 7i- E. 117 TINL- SQUARE COLUMNS MINI ■I ■ IN ■ SH-351 EGRESS/ COL. 8" X 16" SQUARE COLUMNS 4'-61/e" 4'-3'/e" 8'-2" 8'-0" 13'-2" o CIL COLUMN 711 CIL COLUMN 58'-0" 4'-6'/e" 24'-2" 1 13'-2" PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) FIBERGLASS SHINGLE ROOF OVER POLYGLASS UNDERLAYMENT FL. # 5259.1 CONT. ALUMN. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA VENTED+.� STUCCO SOFFIT :a (SEE DETAIL) r+. r STUCCO FINISH fi'i .• VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK 1.~ �D a IN 3000 PSI CONC. VERTICAL DOWELS I w/ 30" LAP SPLICE = �V+ FROM FOOTER ," SEE FOUNDATION PLAN +y� FOR SIZE & SPACING '+ 1 0'-0" TOP OF SLAB a 1 4 . INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) (2) ROWS 8" X 8" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL -8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL -INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS .4" CONC. SLAB (MIN. 2500 PSI) w16 X 6 10/10 WWM OR FIBERMESH Ir 0 LL. _ w cn rn z LL O w LL K �r m TYPICAL WALL SECTION (CONCRETE BLOCK/ LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE 3" x 22" SCREENED VENTS AT 72" O.C. ITUCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 318" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) REVISION REVISION z m W z 2 Illlllll /llll/ HU7' 003 SFATE OF ;,off•. F \�P ,. E �1 �f:f {IfiBa3t� BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 L.L. Q d" L) ®Mo CD rn �—LLLLr O WWI W W_Q M 13- rW U/ � ` x L0 W ^® LL T' O u— U) W qt;r 0) W Q CIS `1 W V m J W U) U D J 1� J U) J F— U) 0� qc:) v— SHEET FLOOR PLAN PAGE MODEL CONCH CAY DRAWN MARK MONTALTO JR DATE 12/09/2020 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS TO RIDGE + / -1 T-9" M.R.H. + /_13'-6° BRG. HT. 9'-4" - — F F.E. 0'-1 20 L.F. RIDGE VENT mmom IMINE MEN on on MMMIMM� MEMO MEN no MENNEN M IMM on 0 ME 0 --- FBI] moll 0 0 I I FE I I Im' IFUNIFffill IN-1 BRG. HT 9'-4" F.F.E. 0'-0" OPENING I.D. B SCALE: 1/4" = 1'-0" 20 L.F. RIDGE VENT 6C BRGG. HT. 9'-4" F.F.E. 0'-0" BRG. HT_9'-4" '\STUCCO -LAP -TEXTURE >6TUCCO SAND FINISH F.F.E_0'-0" - — CALCULATE ATTIC VENTILATION CEILING = 2327 SQUARE FEET 2327 / 300 = 7.757 REQUIRED VENTILATION 228.0 LINEAR FEET OF 6" X 22- VENTS c@ 72" O.C. = 34.83 SO. FT. / 2 = 17.4 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 17.4 SQUARE FEET a 8 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 220 SOFFIT VENTS Q72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 7.757 X 40% = 3.103 SQ. FT. OF RIDGE VENT 7.757 X 50% = 3.878 SO. FT. OF RIDGE VENT RIDGE VENT 25 LINEAR FEET OF 2" VENT = 2.5 SQUARE FEET OF RIDGE VENT PROVIDE 25 LF OF RIDGE VENT co DEFLECTION iEl�o U DEFLECTION io r r 00 U 00 In. A,ELM SCALE: 1/4" = 1'-0" OPENING I.D., OPENING I.D. I A BRG. HT. 9'-4" F.F.E. 0'-0" OPENING I.D. F A BRG. HT. 9'-4" - - — OPENING I.D. G E ® DEFLECTION m r r r co OPENING I.D. ----------- J c A� tea CL SCALE: 114" = 1'-0" BRGG. HT. 9'-4" F.F.E. V-0" �6 BRG. HT. 9'4" F.F.E. 0'-0" `tC 'O A'S REVISION REVISION c; z m t uj w IL`pp�nil�trNr�� I..I U 7 G W . '/�1 1p`I ,Ky Ott ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 I • O I i co zw Ui iIt ri i i r1 .. i • LL Lu Lu 0 i � a< U) 0 N CL SHEET ELEVATIONS PAGE MODEL CONCH CAY DRAWN MARK MONTALTO JR DATE 11/03/2020 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS JJ_ r- — — — — — — — — — — — — — \ I L-------`-----� I SO SDICO J J Uhl DRYER WASHER / LOCATION LOCATION AHu ,' y lily 220V�� U FAN U 1 LIGHT I LL n WPIGFI �r� l REF.------------- -------- 1 il+i• 1 I IL e 1 1 � Q 1 \ _ J 3'-2— J 3'-2" J g LJ J r 3 ! 0. DISP. IN W ' C7 ' PREWIRE {M 1 I J 1 ' LDA J i 8 PEND T LIGHTS T � M Y ire Y � �p�1r _ /r I E � I \ I � I � I I I I I I � I \ I I I I L— — — — — — — — _— — J ELECTRICAL SYMBOL LEGS SWITCH $ THERMOSTAT O GFIOUTLET 11 3-WAY SWITCH $3 SD/CO DETECTOR GF7 4-WAY SWITCH $ EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCHD DOOR CHIMES po� PUSH BUTTON ❑e ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WPiG 1 SERVICE PANEL o 110V OUTLET SERVICE METER 7=-] CEILING FAN 220V OUTLET LIGHT FIXTURE 4-PLEX OUTLET WALL MOUNTED SWITCHED OUTLET LIGHT FIXTURE; LIGHT FIXTURE SPECIAL PURPOSE ® w/PULL SWITCH JPJ CEILING FAN w/LIGHT JUNCTION BOX J❑ RECESSED LIGHT'S � A/C DISCONNECT �j VAPOR PROOF PHONE OUTLET T RECESSED LIGHT TV OUTLET wy FLOOD LIGHT FLOOR OUTLET o DISK LIGHT �DJ SCONCE PREWIRE NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 "EP" 200 120/240V M BR 200A MLO (3) 3/0, # 4, 2" C c �-- - 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE -UG SERVICE BY FPL (3) - # 4/0 ALUM IN 2 C OPTION " ELECTRICAL RISER 1 DIST. NO SCALE ELECTRICAL 1. CALCUILATIONS PER NEC VOLT-AMPERES (GENERAL ... APPLIANCE CIRCUITS l ©` ----------- WATER HEATER © DISHWASHER REFRIGERATOR IRRIGATION `OPTION FIRST 00% il11 REMAINDER0% i • 49 KC HEATT�@ �I1M'. 10000 31949 s AMPS USE 200 AMP SERVICE. 240 ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W1 BATTERY BACK UP - ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE B) PROVIDE BRANCH CIRCUITARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT; SINGLE-PHASE 15 AND 20 AMP CIRCUITS SEEVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OFALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. REVISION REVISION O z m U 7 W Y a C9 Lu Y U .. ... e =`i GENSF �~ N .70 78 OF gv C ig ENGINEE ` BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 (rjP.- C Z I r It •' i • Lij .. a. Lo i • CID 0. • LL C c) • II U) (75 i 0 i 0 c:) i SHEET ELECTRICAL PAGE MODEL CONCH CAY DRAWN MARK MONTALTO JR DATE 12/07/2020 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS a¢. BEND # 5 BAR INTO SLAB # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH 8" X 8' X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ('SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" #5C( 4' THICK G w/6"X8"11 # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" Z II ■ #5 REBAR M 4" CONCRETE SLAB F. FLOOR FINISH GRADE _III:_III_III_III_I!IIB n■e�■n■e�m�■n�i.n� �■ � 6" • r • ' ?OTING �?v IIICIII�I. ,�III�III. 111IIIB1. !I0111=111MI (2) # 5 REBAR —J I) 1611 CONTINUOUS F2 INTERIOR BRG. FTG. SCALE: 112" = 1'-0" #5 REBAR Z II 7-5/8" CURB 2 M (3MINIMUMMIMIMUM.CONTINUOUS, " COV RN CCURB 4" CONCRETE SLAB FINISH GRADE Z CV T Iff,1111111IM11101 61101_1111 �- (2) # 5 MINIMUM CONTINUOUS, 1 611 3" COVER MIMIMUM. 4" (:§)�SUCALERB SECTION: 1/2" = 1'-0" II II♦ #b REBAR CONCRETE SLAB CONCRETE SLAB F. FLOOR `— (2) # 5 MINIMUM CONTINUOUS, 4' 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE. 112 - 1 -0 REVISION REVISION Z m W a,`t tttt,at7 iilff/ff,f'` .70878 /ONA� rrrrerroele+n+�+ ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 ■ Q n. W Q 0 oci� r�LLr� 0 wwQ� Z()z) a Z WWo O� 0 M F7 in IZ rUJ 0 ^ 10 W tL r 0 L.L L.L U) W d' 1i CM Lu Q oLL 0 _W V J W ® c) F- 0 mmn J U oN SHEET FOUNDATION PAGE MODEL CONCH CAY DRAWN MARK MONTALTO JR DATE 12/07/2020 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS _ M NOTE FOR MISSED TRUSS CONNECT ORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1 /4" X 1-3/4" TITEN, AND (10) 1 Od, FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS Hatch Legend TRUSS CONNECTOR S%'-"*,HEDULE CONTRACTOR: PORT ST PROPERTIES OWNER: ROSA RESIDENCE TRUSS MFGR: BUILDERS FIRST CHOICE ASS NOTES: 1) ALL ROOF TRUSSES 1-0BEDESIGNED BYTRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO ENGINEER. , AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS IIEFORE INSTALLING TRUSSES. LAYOUT DATE: 12103/2020 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL. E)(ISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, CUT-SHEE r DATE ' 12 / 03 / 2020 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN Al 1ST & 3RD 773 (1) HETA 20 1810 (8) 16d Al 2ND 1778 (1) MGT 3965 (22) 10d & (1) 5/8" A.B. Q 0 Cl 1ST 2031 (2) H ETA 20 2500 (12) 16d Cl 2ND 2554 (1) MGT 3965 (22) 10d & (1) 518" A.B. a s 04 1ST 999 (1) H ETA 20 1810 (8) 16d !1 1ST 1104 (1) HETA 20 1810 (8) 16d VALLEYS CONT. 100 # PLF () MTS 16 1000 14 10d X 1-1/2" T 1 STRAP AT EACH END AND 24" O.C. ALL OTHERS AT CBS I EACH <1800 I (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING . 1 VALLEY TRUSSES MAYBEATTACHED WITH SIMPSON VTCR wl (4) # 9SD X 2-112" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS 16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) (1) FGTR WITH (18) SDS 114"X 3" & (2) 1/2"X 5"TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. 4 (1) HDU4 WITH (10) SDS 114"X 2-112" & (1) 5-8"A.B. (]a MAYBE USED IN LIEU OF CONNECTOR SPECIFIED. NOTE_ ALL STRAPPING TO BE SIMPSON STRONG-TIEAS SPECIFIED. REVISION REVISION m FZ U W Y � Ci W � 11=,illlll JJIJIIJJJJJi ``pa,,q��tU .HU , ,.Al NS ® N .70878 of f k� ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 cjj P-- Lu �. M 0 U-) i LL .r i �i SHEET TRUSS LAYOUT PAGE MODEL CONCH CAY DRAWN MARK MONTALTO JR DATE 12/0712020 SCALE AS NOTED SHEET NO. U OF 10 SHEETS 0 116" X 3" TAPCONS @ 12" O.C. (TYPICAL) .112" REDHEADS W/ 2"DIA. X 1/8' WASHER kL) PT) OR 2" X 8" (PT) BUCK (TYPICAL) GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (161-01 X 89-010 & gl-011 X 81-011 GARAGE DOORS) 1. JAMBS: 2" X 6" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) .. ATI^kl C, BOTTOM CHORDr-%Uc) -1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1 /2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING 0. 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2"DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPGONS OR CUT NAILS ((-b 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) 0��*l kT7ff NO SCALE irE Z w aE M■ ' off" a w/ 30" LAP SPLICE FROM FOOTER iII&W4"I "r-A LW20J-W110AIQ�j 0 0 ' PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORM)TON ROM,, (TYPICAL GENERIC ROOF PLAN -PLAN VIEW) A=5FEET ZONE (D NAILS AT 4" O.C. PERIMETER AND 6" - --------------- O.C. FIELD ZONE (k) NAILS AT4' O.C. PERIMETER AND 6" O.C. FIELD ISOLA ZONE (j) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. 12 6ee PRE-ENGINEERED 101OODTRUSSES 2 X PT BLOCKING @ COLUMN —SIMPSON STRAP PER SCH. 9'-4" FROM FINISHED FLOOR OFFIT PER DETAIL EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS wl 3/8" D IA. 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. HEAD @ 6" O.C. OVER 8" PRECAST LINTELS 3/8" METAL RIB LATH @ 6" W/ (1) # 5 BAR FOR O.C. w/ (2 LAYERS OF 15 # OPENINGS & FILLED FELT OVER EACH W/ 3000 PSI CONCRETE FRAMING MEMBER) 71 1611 X 1611 CMU COLUMN STUCCO FINISH w/ (2) # 5 BARS VERT. w/ ('3000 PSI) CONC. FILLED CELLS. 77777 1 STUCCO BAND (2) # 5 DOWEL W/ 30" MIN. LAP SPLICE —VERTICAL DOWELS STUCCO BASE hr FROM FOOTER FOOTING PER PLAN f1ii'llili'll, I Ir 'I 1 11, iii AAM M I Alm "I I i iiiiur j rfkgi LVA fMA 111 MI I lag willamivalls Ik' "M DIAGONAL BRACING AT RIDGE WITH (3 1,6d NAILS EACH END (TYPICA BOSTON HIP DETAIL NO SCALE ROOFING / UNDERLAYMENT /SIHEATHING LA RF 2" INCHES O.C. Lp I B& Tl ............. _'_'.SOFFIT PER PLAN ___'_ALUMINUM DRIP EDGE 01NIER 11 " X 2" P.T. 2" X 6" PRE -PRIMED SPRLICE, FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHIN .A4Tft9WIQtL NOTE# 13, SHEET Al 00 • REVISION REVISION ul OR oil H c) �08780 'Q... N ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 ILIJ •0 ce) I 0 (o i T-- 0 W W ol!f lry Z :D in z Lu O� W cn 0 lui in C—L IL 0 to W 0 ly [� F_ SHEET DETAILS PAGE MODEL CONCH CAY DATE 12/07/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS CMU W, (SEE W) CORRO; PER% APPLY PE BETWEE (SEE VI r T FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. TAPCONS TO BE INSTALLED TNRU BUCK INTO MASONRY wl MIN. 1-114" EMBEDMENT PER PRODUCT APPROVAL PER ,FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. Lrr.0 WINDOW AND DOOR FENESTIFRjNTIONS IN ACCORDANCE WITH FBC R703.4 AS PER DETAILS PROVIDED 31411 NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 181, SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/°' .0)RECAST CONCRETE WINDOW SILL DETAIL O SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS N16167019916►d l" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING; NOTE # 5) EXTERIOR DOOR BUCK DET"l NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO A• " - T PRODUCTAPPROVAL PER - BUCKS COVER ENTIRE DEPTH O JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 114" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX_ SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. BUCK 2"X6"PT RIPPED DOWN O i i SCREWS, PER FASTENERS AS REQUIRED B, "NINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING N07E # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE= # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALT_ BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND, RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO 13UCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS_ PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER l-O THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEAL -ANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6, AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REVISION REVISION O z m m w ryw� a (ti`t�a�i . 46 T °sty `..' 70878 'k ETA,- E �ff7ffl171 i918199Y;bt ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 • • l z o Z) i i uj M E` C; .. 0 iLL i •r • i 1 LL UJ u) CL -J U) 0 +r SHEET DETAILS PAGE MODEL CONCH CAY DRAWN MARK. MONTALTO JR DATE 12/07/2020 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS