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37809 Dusty Saddle Ln
660 - FILLMORE Garage Left - Elevation J3 SHEET MEX NUMBER: SHEET NAME: NUMBER: SI-IEET NAME: C5 COVER SHEET C5-3 5QU4RE FOOTAGE CALCULATIONS E-1.0 ELECTRICAL PLANS - FIRST FLOOR F-IO FOUNDATION - SLAB PLAN 14-1.0 FIRST FLOOR PLAN MI5C DETAILS M15C DETAILS A-3.20 FRONT/REAR ELEVATIONS J OPTION 3/ROOF PLAN A-3.21 SIDE ELEVATIONS J OPTION 3 4-40 BUILDING SECTIONS GENERAL NC7ES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 REM e AMH DEVEELOP11ENT SHALL GOVERN EXCEPT 45 MODIFIED e SUPPLEMENTED BY THESE PLAN5, THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, 8TH EDI?ION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION: I_ THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 INCH 02.l mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/5 INCH (159 ITT) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12,1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND 45TM C92C, IN5TALL47ION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C 1063, EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF 7i4ERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OFF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING UNIT WN F THE OPENING AN IN 1� AT 5 ER_ E OPE G OF OPERABLE WINDOW .. LOCATE:.) F MORE THAN 12 INCHES ABOVE THEFINISHED GRADE SURFACE OW THE S �D GR D_ OR SUR E BELOW, LOWEST PART F THE AR OPENING THE HA F A MINIMUM 4 LOWE Or E CLEAR OPc G OF E WNDOW SHALL B_ U OF 2 INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE FLASHING I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER 45 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE, WINDOW INSTALLATION. ATION. I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITF- THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: PLANMEET6 OR EXCEEDS FE"4 FLOOD FINISHED GARAGEFLOOR ELEVATION BATH AREAS 1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS, KITCHENS: I. INSTALL 2X6 BLOCKING AT BS" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH 45TM C1288, CI325, OR C1118 AND INSTALLED WITH '8 x 1-1114'' DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS. AND WALL PANELS IN SHOWER AREAS, TERMITE TREATMENT: TER'1ITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMI7ICIDE5, INCLUDING 501L APPLIED PE571CIDE5, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMI-E PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED L E PEST CONTROL COMPANY THATCONTAINS THE FOLLOWING S?AT M NT"TH E BUILDING H45 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION O.- SUBTF_RRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND L4W5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCESOR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED. REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LE45T 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-13 EXTERIOR WALLS (BLOCK) 41 FOIL ATTIC CEILIW- R-30 '-T IN THE GARAGE AN T5 PENETRATING TH WAL 5 OR CEILINGS 3. DUvJ S E E D DUGE L IN THE I. M THE A HACONSTRUCTED OF A MIN. SEPARATING E DWELL,NZ. ERQ E G RAGE SHALL BE 26 G-AUGE (P..48 mm) S Z. E L OR OTHER APPROVED MATERIAL AND SHALL 4FOUNDATIONS AN /� 2 ,{5 F OUTDOOR MECHANICAL SYSTEMS SHALL BE f G+.1PP-JJ,K OR D E INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS `114113. EXHAUST FANS AND VENTING: I_ OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS- AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC. SOFFIT. RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED D REGT Y TO THE OUTDOORS. EXHAUST AIR FROM 54THROOM5 AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC. CRAWL SPACE, OR OTHER 4RE45 INSIDE THE BUILDING 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS `11502451 THROUGH 1-111502.4.5.3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET(T62 mm) FOR EACH 45 DEGREE (m IS RAD) BEND AND 5 FEET (1524 mm) FOR EACH 50 DEGREE (1.6 RAID) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN I5 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BAGK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS 45 REQUIRED BY THE CURRENT APPROVED BUILDING CODE, ISSUED: 02/12/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SQ. FT. HEATED AREA Sq. Ft. MAIN LEVEL 1100 5EGOND LEVEL 0 TOTAL AH4R SQ. FT. (SkWCrdW) 1700 METHODOLOGY: ANSI Z765-2003 The total area calculated from the outside -to -outside of framing, Including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. �;b 1-1r ; 6A Coll ATH DEVELCF*ENT DD NOT 5CALE THESE DR.4a s "Il 5J LDINA CRIEMATICN WRH OA:iRAC70e AO i FLAN5 ePORE CC. `3 1CTICN THESE ORAWPYiS DO NCT OON7AM SFECIFIC PFOR11ION FOR AJT 5TRIICi11RA! ELETIENi5(TOK FROVID-cD 5T ENGINEER OF RECOFO) ANY DIxREPAN�Y (DMFNSION1 ORIENTATION, ETC) BETLLEEN 1HEH ORAUR 5 AND THE 455OCIATED DRAWINGS arc , SITE DRAUIIY55HALL H REFORMED TO CONTRACTOR AT ONCE AND NO CCNSTRUCTION SHALL FfeXEED UNTIL CO CTED. THE CONTRACTOR A55UFE5 THE RESPON51151 IIY 101'E V ALL REWIREMEMS CF LCCAL EUILDIpG CRICIAL51 TO COMPLY WITH STATE &IILI ,G CODES. W � �y J JN 6T m ^r^\\ J � V Q Q �i MEW DATE CMVM FEVO ras: tMNMNr F/F VERSION: 5.0 B+ffT N11E COVER SHEET Bfffl CS apt, AMN DEYELOFYENT S UARE FOOTAGE CHART DTW SCADD.OTC`,7-S. Q vERIET REILDIW, CO45 ORIENTATIWN WITH C TRACTOR ADD 517E BANS BEFORE CQJSi1d1CTI0N. iuESE DCFIC SDONTTCTMAM SPECPIC RFORMATION FOR ANY 5FROVIIDED ELEMEN15f1O BE PROVIDED BY 15C, R OF fECGtA). ANT DISCRE N, ETC f DMEN51Ct15, TRRAJLWI5 A ETC) BETWEEN'55"A D D AVK,,S aS AND SITE ASeOCIATED DRALLTNGS drcVa 617E ELEVATION 'J' °�NGA TORT � r)N 10 CONTRACTOR AT ONCE AND NO E CCN MIL ION SHALL PROCEED MIL CCRRECTLIT EDTHE CCNfRACiOR ATO ME iNE �SPLNSITS a TO ALB ALL REO111REMEMS OF LOCAL &IILDIN.'a GFICIALE t TO COMPLY WITH STATE EWLDING CODE5. W U �J J N � z�� O LLI o@ J nN illLLJ LL N Q I N ------------- U Q x =� � Q MEW DATE MILVIIAM � e : I — -- - ---------- RBf R�(MI R/N - 9FYATpN'! mL-e SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL 1151 TOTAL HEATED/CONSTRUCTION AREA (SWCrawl) 1737 METHODOLOGY: ANSI Z765.2003 The total area calculated from the outside -to -outside of framing, Including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 425 COVERED PATIO 96 FRONT COVERED PORCH Ili TOTAL BUILDING ENVELOPE (Slab/Crawl) 2429 METHODOLOGY Building Envelope Area: The total area calculated, Including Heated/Construction area as calculated, and also including garage, covered patio/porches. MAXIMUM DEPTH MAXIMUM WIDTH -MAXIMUM BUILDING HEIGHT A.F.F. o� I z� I --I Q w� �Q O Q `CAN F L J ORINN H�`. FlF VERSION: 5.0 SQUARE FOOTAGE CALCUATIONS 81 CS-3 A/C SECURED 70 3'x3' PAD 0 I',- Y-4% II S PATIO SLAB 4" CONCRETE SLAB MIN. m OVER 6 MIL VAPOR — I I BARRIER SLAB SHALL BE S i OVERCLEAN COMPACT. O p L w S CONC SLAB MIN, 0 0_ FIBER MEBHy N m jW/ 2 - I L HvAC DHASE 545ED ON - LOCATION I I Yr;- GONGRETE SLAB 4" CONCRETE SLAB MIN. OVER 6 MIL - VAPOR BARRIER. SLAB SHALL BE GLEAN 77 :II COMPACTED FILL W/FIBERME5H n L II M • _ ELECTRICAL _ CONDWT FOR I I ----JLI S ISLAND I I S I II r m � — B' a'. s, S ly ;W ; OIL. I I � r 2'.-6Y,' 4'-Im3/a" @ r a Im" II II LT GO GREE SL B �• 3 6i 4" C CRETE SLAB, MIN. OVER MIL � VA BARRIER. SLAB SHALL BE VER C AN COMPACTED, FILL W/ FIBERM , 00 z \ w —7 � _ N B" OR\SLA5 ZUZ Ih" CONCRETE SLAB MIN, OVER 6%- BARRIER SLAB 5HALL " VAPOR O OVER CLEAN COMPACTED FILL @ CCNC SLAB MIN. W/ FIBER MESH_ � LL a fIBERMESH 20'-0'' 12' 4" S 9 SLAB PLAN - ELEVATION "J" $11OM W: (rral FOUNDATION PLAN NOTES ALL LOW SHALL BE IN STRICT COMPLIANCE WITH BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. STRIP TOPSOIL, TREES, STUMPS, RO075, ETC, FROM ALL ARE45 WHERE CON57RUCTICN WILL OCCUR UN.O. FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRJ55 MANUFACTURER , STRJCTURAL ENGINEER PROVIDE 501L TREATMENT AND VAPOR BARRIERS AT ALL SLABS (INTERIOR) model DEVELOP DO NOT SCALCAL E THESE DRAW4J INGS. vERIiT TOR BLILTOR ORIENTATION WITH CONTRACAND SITE PLANS ' BEFORE REE DRAWI DRAWINGS OTIGN. AN DRAWINGS CODD NOT N FOR A 5 EGFICTRXTU IAEOR'EMBMT FOR ANY ST OVO D ELEFFMEER BE PROVIDED BY ENGITIEER LF - REFR51) ANY DISCREPANCY l TWEEN TIELS, ORIENTATION, FTC) BEEN THESE DRAWIW'S AND THE ASSOCIATED DRAWINGS eWla SITE DRAWPYW5 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CCN5Tp CTION SHALL PROCEED UNTIL CORRECTED. THE - CGNTRACTOR AS51LtES THE RE5PON5181LITT TO FEET ALL REWIREMENTS OF LOCAL BUILDIl S OFTIOIALS ! 70 COMPLY WITH 5TATE BUILDING CODES. I J--I � N m Z 6 m O Q� j Lu Lu U Q - F1 N t 16b1£DAIE mnalm•� ' IIEVISIONS: !, a O � cz � I O o�M waQ � x �m N I L —1 O"1NN H�`. FlE VERSION: 5.0 S'E" "1E FOUNDATION - SLAB PLAN BHffTf F-1.0 i i FLOOR PLAN NOTES PROVIDE 112" (MINIMUM) GYPSUM BOARD SEPARATICN AT WALL5 AND 5/8" TYPE X CEILINGS IN THE GARAGE ADJACENT TO THE MAIN HOU5E AND ATTIC ARE45. W45HIW, MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE ALL EXTERIOR WALL5 ARE DRAWN AT B" CMU UNLE55 NOTED OTHERWISE. ALL INTERIOR AND COMMON WALL5 ARE DRAWN AT 3 1/2" UNLESS NOTED OTWEFU15E. HEADER FOR FIRST FLOOR 15 AT 0'-0" m/ 9 -4" CLG ! 5ECOND FLOOR IS AT T-O" W/ BCLG. HANDRAIL HEIGHT SHALL BE 36" ME45URED VERTICALLY FROM THE N05I G OF THE TREAD. (•) DENOTES EGRE55 WINDOW PRIMARY BATH 9 4" CLG VINYL PLANK .0 25 5H !•) 25 51(0 25 5H �4 25 5H 5ET 5CFFI1 N PRIMARY FAMILY 10-0 =ATB'-0"HIT 4" SUITE ROOM - 9' 4" VINYL PLANK VINYL PLANK COVERED PATIO m � -_ V-4" CLG AFF. m CONCRETE - N 34"x60" SHOLLER w/ OPT. TEMP GLA55 3'- -4" 2. 8" ENCLOSURE 3_9B'-B1, 3'-6kt' �B 3'-0" l'-3j'j" 2H68 4'-9" Ig1.l 25 SH -�-�` 1� ,..... WALL s B 34 IR" AFF. HB DINING ROOM N f VINYL PLANK w x o o - - 1� 1. SINK W/DISP 9e III KITCHEN — Ju ,n • 9' 4" CLG B' 0" H. S - ly ;._ 468 _ - ry VINYL PLANK DROPPED 4'_0�1�� 2�_1,� I' -I Y" 2'-5}'j' 9'-B1, HEADER '_2i'i' 12'_,� N ^ ^ '- PANTRY . V—LJ. 1 DRYER H BEDROOM 3 ,,I-4" LVENT OCATION Qi°� LAUN. v 9 CLG PLANK _ rc y V' 'r' CLG o - VINYL = _ '4" CLG PLdNK 'N ----R'"'� m VINYL PLANK a VINYL - `'� w L IR/5 9 4 2/V2 OPT 2'-10" LLAfO, - 2' 4" (TYP) CLOSET � 9 @ ��� ATH 2 3i'i' m 0 III 2 -0 ARA6E 0� VINYL PLAN - CLG AFF. CONCRETE B-4" ER CLG 30X60 — m GARAGE WALL5 CL7MON WITH LIVIW-, N INYL LANK �$e TUB/SHOJER n AREA MU5T HAVE 1/7 DRYWALL ELECIRIGAL 5EFAR47ION (MIN. 20 MIN FIRE) W = IRlS -' PANEL WALL . — 3'-4 1'-3Yz /\ h x' °�� BEDROOM 2 HB VINYL PLANK r 2'-2" 3'-4" 2 -2" m I6' 0" x l' 0" OH, GARAGE DER - 10" I e PORCH v STONE VENEER I 9'-4" CLG AFF. 25 5H f •) � 25 5H !J lSEE ELEVATION) CONCRETE � I I 10 2'- I 2'-8" 3' 5'-10" STONE VENEER (SEE 0 20'-0" I 1'-8" 12'-4" ELEVATION) `T I SET SOFFIT _ ---- AT B'0'HT FIRST FLOOR PLAN - ELEVATION "J' SOYE:,ff 4101xil SCALE 1N".1'd P-K 02.1 AIM DEYELOFMW CO NOT SCALE THESE DRAW `25. VERIFY &WILDING ORIEM4TILN "NTN CONTRACTOR A SITE PANS B COJ57R)CTION. THESE DRALBNG5 DO NOT COWAN SPECIFIC N'CfMATION FOR ANY STRJCTIJRAI ELEMENTS (i0 BE PROVIDED BY ENGNEER OF RECM) ANY DISCREPANCY lDR1EN51CN5, ORIENTATION, ETC) BETWEEN THESE DRAIDNGS AND THE A56XIATED DRAWIW,S 3,d/rn SITE DRAWIN',5 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CONSTRJCTICN SHALL PROCEED NNTIL CORRECTED, THE CONTRACTOR ASSUMES THE RESPONSBILITY TO MEET ALL REIJUIREMEMS OFLOCAL BUILDING OfiICIALS ! TO COMPLY WITH 57ATE BUILDING CODES. 4-j J Q J N 6T z�� 0 �o@ LI @ W T � U Q x Q� N RSFASEMTB OtMYAN I�sa+s: 1 I L J OINMN BY: f"E VERSION: 5.0 BImT FIRST FLOOR PLAN SIM# -1.0 Li L, i II �{ II d ---- I I a 'II ROOF PLAN IT I I SCALE SGIE tX-,'tl p " ATTIC VENTILATION: (300 SO FT ATTIC SPACE / 150 FT VENTILATION) ,CALCULATIONS REFLECT 50 a RIDGE AND 50% 50FIT VEN'S 2415 SQ FT UNDER ROOF ATTIC / 300 SO FT / 15Q FT • 6.05 SO FT VENTILATION OFF -RIDGE VENT = 104 50 IN EACH (4' VENT) SOFFIT VENT . 9 50 IN EACH b05 52 FT x 505 = 4.03 SQ FT HIGH, 4.03 SO FT LOW HIGH " E NT I 4.03 5Q FT x 144 SO IN •58O32 SO IN REQUIRED (6J OFF -RIDGE VENT x 104 SQ IN •624 50 IN LOW VENTING 403 50 FT x 144 SO IN =W32 SQ IN REQUIRED 55032 / S = 65 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) D 6� D �6 1' 0"x2' 0" DECO ENT 6/12 PITCH FLASHING ARCH SHINGLE ROOF (T7P) 12 6" FRIEZE 6� ARD ! BATIEN SIDING PER C" SPECS. W Nat FLR CEILING CEMENTITIOUS STUCCO PER COMM. SPECS .. - .. . . ,... .. ..: - WINDOW LINE O s K m 6" RAISED STUCCO TRIM "WIDE BOARD 1 i a [771 E_J Ll BATTEN SHUTTERS PER COMMUNITY - COACH LIGHT PER -- - - - SPECS (17P),omm p Q SPECS Q -_ - STONE VENEER PE(TYP GOMMUNIIY SPECS m O s O Ll F7 71� 17 D� J FIN FLR ELEv FRONT ELEVATION'T OPTION 3 9CA va=ran,e) BANE W'-,'-0' pw0 D 6� 4'VENT 12 D 6/11 PITCH 6; �6 EMENTITIOUS STUCCO J f III FIII III III III PER COMM. SIII IIIPECS. IIIIIII IIIII Iu1 FIN FLR ELEV REAR ELEVATION 13' SCALE-IN-1Hr n,[,7j SCALE I W: 'O Q20Q 02021 AMH DEVELOFTIENT DO NOT SCALE THESE DRAWINS , VERIFY WILDING ORIENTATICN WITH CONTRACTOR AND SIM PLANS BEFORE CONSTRUCTION. THESE DRAWINGS CO NOT CONTAIN SPECIFIC WOR'IATION FOR ANY STRJCTIJRAL ELEMENTS(TO BE PROVIDED BY ENGINEER OF RECOFD) ANY DISCREPANCY (DIMENSIONS, ORIENTATION, ETCI BETWEEN THESE DRAWNG5 AND THE ASSOCIATED DRAWINGS and/or SITE DRA W,6 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CONSTRUCTION SHALL FROLEED UNTIL CORN ECTED. THE CONTRACTOR ASSUMES THE RE51Fp15151LTY TO MEET ALL RE W IREMT'TS OF LOCAL WILDING CFPICIALS ( TO CCMPLY WITH STATE W ILDINS CODES. 4-% U �J JNm > O216 J Q � v V Q xIL N EMDITE 87MZM REVISIONS: b�A S..I V v I —I � w E V) Lei l F 7 L J BWVIM BY: F/E VERSION: 5A B�TKW FRONT/REAR ELEVATIONS &ROOF PLAN Imf -3.20 I 4' vENt 4' vENt 6 6/12 PITCH ARCH 54NGLE ROOF (TYP) 6 I� 4' VENT 4' VENi 1� PITCH 6 ARCH CH SHINGLE ROOF (1YP) LEFT SIDE ELEVATION "Jll OPTION 3 SCNE;lr..H7 a,xll srmi.. w•-, rpm) ) 6 6112 PITCH ARCH SHINGLE ROC- (TYP) 1st FLR CEILING WINDOW LINE f� FIN FLR ELEY 01031 AMH DEVELO T DO NOT SCALE THESE DRAWRG5 VERIFY BUILDIN'a ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE CONSTRUCTION. 7HE5E DRAWING5 DO NOT CONTAN 5PEGIFIL WE ATION FOR ANY 5TRUC7URAL ELEMENTS (TO BE PROvIDE1) BY EWNEER OF RECORD). ANY DSGREPACY 1pIMEN51OT15, ORIENTATION, ETCJ BETWEEN THESE DRAWINGS AND THE ASSOCIATED DRAWINGS ar la 51TE DRAWINGS SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CONSTRUCTION SHALL PROCEED UNTIL CORRECTED. THE CONTRACTOR A56IM5 THE RE5PON51BILItt TO MEET ALL REOUIREMENT5 OF LOCAL BNLDINL- OTPIGIAL5 1 TO C0119 Y WITH STATE BUILDING CODES. ^-4—j }y U U J N 6 O Z m �a 4 Z. m C, J n V W LL p VA/ c � U � Q x a� MEW DTTE MIMM o� z� OMN . I FM VERSION: 5.0 SIDE ELEVATIONS aHTI -3.21 J BUILDING SECTION NOTES PLEASE NOTE. THESE DETAIL5 ARE 5TRICTLT ARCHITECTURAL, REFER TO STRUCTURAL 8HEET5 FOR MORE NFORtIIATICN. 5EC7IDN5 51MILAR TO OTHER ELEVATIONS AND LLHEN USIM; 2x6 EXTERIOR WALLS R 17 6� �6 PRE-MANU; ACTURED TRUSSES INL-ULATION PER FBC AND ENERGY FORM SUBMITTED WITH PEW IT APPLICATION POGKET W.I.G. LAUND. OFFICE COMPACTED, TERMITE TREATED 501L IVAPOR BARRIER BUILDING SECTION "AA" SCALE,Ir- '-V 0IXI7, BEVAWN rSMM-ALLBEVAMM SI" SCALE: vP.,'v OW BEDROOM 3 Iz Iz 6� �6 12 PRE -MANUFACTURED TRUSSES 6� COLUMN DETAIL \,_-_/SCALF,M=I'.V („Xi>) SCALE. iR,_i,-v) NSULATIpJ PER FBC AND ENER<i7 FORS SUBMITTED WITH PERMIT APPLICATION 0 FAMILY ROOM BUILDING SECTION "BB' SCALE IM'I'-1 OINM ELEVATION T SHM.A11 DEVATM SUW SAYE /4, Hr ps6 KITGHEN COMPACTED, TERlITE TREATED SOIL w/VAPOR BARRIER 1st FLR CEILING_ WINDOW LINE a m FIN FLR ELEV FOUNDATION (5EE STRUCTURAL PLAN) �031 CAL THESE D5= DO NOT SCALE MIE 7A iW 7 VECOT BA 7OR D NITS TION WITH 517 R TOR ANO SITE PLANS 8ET-0RE C6 DO 1LTIp1 THESE DRAIG 11F R NOT GLMAIN 5TRZ C RAL ELE EN1IO� FOR ANY STROVIDE L ELEPIENTS (i0 BE F PROVIDED BT ln`,REER OF RECORD) ANY DNTATIO ETC, TLLEGY 'DIMENSTHES, ORIENTATIQA D' AETIIEEN THESE DRAWINGS AND THE ASSGC.IATED DRAWRY6 end/a SITE RAWMGS SHALL BE REPORTED i0 CONTRACTOR AT ONCE AND NO CONSTRUCTION SHALL PROCEEC THE UNTIL CORRTHE ECTED. CONTRACTOR AO ETHE TM RESPONSIBILITY 0 MEET ALL REGVIAL5 TOF LOCAL ITHILDING CffICIALS i TOO COMPLY WITH STALE BUILDING CODES. ' U � i^ JN QT H Z � o � U O Cy q ^> W � U � a x Q� I IHEASEDYE MUM nensaNs: I J., I —I � V1 "a Q O Q O � a l �Y/ M N F- L— _J .: RE VERSION; 5.0 BfHfNYE BUILDING SECTIONS S EET# -4.0 ELECTRICAL LEGEND GAS GAS LINE ( RECESSED CAN LIGHT -4 ON GOLD WATER [} FLUSH MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT m ELECTRICAL METER Q° WALL SCONCE C�::p DISCONNECT SWITCH FLUORESCENT LIGHT w/I BULB FLUORESCENT LIGHT $ SWITCH E== w/ 2 BULBS 3 $ 3-WAY SWITCH ® VAPOR PROTECTED LIGHT a $ 4-W47 SWITCH Q EXHAUST FAN $O DIMMER SWITCH EXHAUST FAN./ LIGHT 4 BUTTON ® EXHAUST FAN w/ HEAT 4 LIGHT Q� DUPLEX OUTLET 5MOKE DETECTOR QUADPLEX OUTLET O-D CARBON MONOXIDE DETECTOR SWITCHED DUPLEX n THERMOSTAT OUTLET Y FLOOR FLOOR OUTLET DIRECT WIRE GF PM 6 GFI OUTLET PHONE JACK WpGLI WATER PROOF GFI MJ OUTLET T MEDIA JACK CLG CEILING MOUNTED �T 0 OUTLET CABLE iv OUTLET4 220 ® 220v OUTLET DOOR CHIMES rh CEILING MOUNTED ® SECURITY PANEL W LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT n E CEILING FAN C*-C CEILING FAN w/ LIGHT U U ELECTRIGAL GENERAL NOTES SWITCHES TO BE 45" AFF. RECEPTS. TO BE IT' AFF. - 42" IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 211 AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 210NA) AND INSTALLED IN A READILY ACCESSIBLE LOCATION. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL OCRK IS IN FULL COMPLIANCE WITH NF.PA. 104- NEC AND ALL APPLICABLE LOCAL STANDARDS, CODE5, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 25m S4 LUMIN141'ES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410.16(4) 1 (5) REGE55ED LIGHTING TO BE AIR TIGHT AND C RATED 100% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110�6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40(,J2, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210.12 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED B7 A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT, EXTERIOR GARAGE 200 AMP METER MAIN COMBO `MJ rLO-OAMP MAIN NTERIORANEL 4/0 AL SER CABLE GROUNDING ELECTRODE SHALL COMPLY WITH BEG 25052 ELECTRIGAL RISER DIAGRAM KT.5 A/C DISC. 5TRUCTURED — MEDIA CABINET TO INCLUDE CATS/6, COAX, USE, WIFI ROITER SPACE AND POWER VERIFY EXACT REQUIREMENT, LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION .%'FLOOD LIGHT R.I. 0 7VQ (n u w KEVC ICI o / J AHo LJ � I 2'-60i m T. DEDICATED 50 AMPS F Y F: I' 3yq" � Ip (14 -50 NEMA 2401) IF � F � REQJFREDBY _ I - _\IJ} LI sD CMD C ----------------------------- -___--------- _---------- _----- - HB F---- --- �I B wP II F - I FIRST FLOOR ELECTRICAL PLAN - ELEVATION "J" SCALE:71S`=;'4r (IIXI7) SCALE: IM=''-70W W&I AMH OEVELOPMI DO NOT SCALE THE5E DRAWINGS VERIFY BUILDING ORIENTATION WITH CONTRACTOR AND SITE PLANS BEPoRE CONSTRUCTION. THESE DRAWINGS DO NOT CONTAIN SPECIFIC RFORIATICN FOR ANT STRUCTURAL ELEMENTS (TO BE PROVIDED BY ENGNEER OF RECORD). ANY DISCREPANCY fDIME1151O15, ORIENTATION, ETOJ m7WEEN THESE ORAUING5 AND THE ASSOCIATED DRAWINGS Nd/, SITE DRAllINGS SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CONSTRUCTIOI SHALL PROCEED UNTIL CORRECTED. TIE CONTRACTOR A55LVES THE RESPONSIBILITY TO MET ALL REQJIREMENi5 OF LOCAL BUILOIRS OFFICIALS 4 TO COMPLY WITH STATE BALDING CODES. 4--7 U � JN O� 0 z�m El o J j /1 W Q 5x a� F-d N REEM DAM WZM IEVISIDNS: V 011 bA Y� vl O ^1 � °¢M Q vl w iN oc \O m N ( II L L J WNRM4SY: RE VERSION: 5.0 �IIEET E ELECTRICAL PLANS FIRST FLOOR .. SEETf E-1.0 HOUSEWRAP BARRIER IT JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SF TO OVERLAP RUBBERIZE FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UP 9VERTICALLY (4" MIN VERTICAL PROJECTION ABOVE SUBFLOOR), TRIP TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBER 5# BLDG FELT BETWEEN FLASHING iOUSEWRAP BARRIER AND IRICK VENEER -TYPICAL UP I' RUBBERIZED THRU-WALL FLASHING, EXTEND UP B" 15# BIDG FELT BETWEEN VERTICALLY (4" MIN = - HOUSEWRAP BARRIER AND VERTICAL PROJECTION BRICK VENEER -TYPICAL ABOVESUBFLOOR), - TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET NETS' HOLES AT COURSE OF BRICK 4BOVE FLASHING - 24" O.C. IORIZONTALLY WEEP HOLES AT COURSE NOT TO 5C4LE _ HOUSEWRAP BARRIER - REFR TO DETAIL FOR CUTTING COORDINATE 1 S# BUILDING FELT BARRIER AT WINDOW OPENING. APPUCATION WHERE BRICK VENEER IS SPECIFIED FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY. CORNER PATCH EXTENDING I"MIN. BEYOND BARRIER CUT INSTALL HEAD FLASHING OVERLAPPING WINDOW FLANGES A MIN. OF 7- INSTALL UNDER HOUSEWRAP APPLY JAMB FLASHING OVER SIDE WINDOW FLANGES - MIN. I"ABOVE _ - HEAD AND 3" OVERLAP AT SILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NOWEXPANDING FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURED PLASTIC SILL BOOT WINDOW OPENING FLASHING NOT TO 5CALE ABOVE FLASHING -24 O.C. SOLID GROUT BEHIND HORIZONTALLY FIRST COURS&TYPIC FOUNDATION POURED FOUNDATION BRICK LEDGE WALL THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE FRAMING SYSTEM EXTEND METAL FLASHING' ABOy�BEND / CAST STONE SILL O - % •< BRICK ROWLOCK - REFER TO ELEV. 1 BRICK SOLDIER (OR) 3 BRICK •� COURSES -REFER TO ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO SCALE HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC 17 BEM METAL FLASHING - EXTEND S" VERTICALLY EXTERIOR SEALANT 1 CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION BRICK TIE WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 24" VERTICAL LEG. LAP UNDER BUILDING WRAP. 7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) - PER SPEC PEEL d STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC PEEL B. STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING UNDERLAYMENT 6'k6" CORROSION RESISTANT BASE FLASHING - PER SPEC PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE GABLE END WHERE OCCURS SCALE: 3"= I'-O" REFER EEVATIONS AND DETAILS 12 TYPICAL ROOF COVERING PER SPEC SEE ROOF PUN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC TYPICAL DRIP EDGE PER SPEC TOP OF C_ U.TYP. INT. CREFER TO ELEVATIONSMATERIAL-PER STYPICAL *,AL FASCIA RNSH PER SPEC REFER TO STRUCTUTYPICALSOFFR RNISH PER SPEC FOR TRUSS TO WTIE BEAM- REFER STRUCTURAL CONNECT TRIM PER ELEVATION PER SPEC B" CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL. INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC _�— WAINSCOT PER ELEV. PER SPEC VERIFY FOUNDATION PROFILE VARIES BY TYPICAL BASE LOCATION / CONDITIONS PER SPEC REFER STRUCTURAL VERIFY DETAIL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION A MATERIAL. 0 RN. FL _ LrFI III REFER TO PLOT PLAN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION NOT TO 5CALE r1T STUCCO OVER FRAME (SHEATHING, 2 LAYER N.R.B., LATH AND STUCCO) - PER SPEC PEEL 6 STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS "L" FLASHING CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT 6"W CORROSION RESISTANT BASE FLASHING (TYP) PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE CPO]I AMH DEVELOR ENT DO NOT SCALE THESE DRAJIW S VERIFY BUILDNG ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE CONSTRICTIRJ. THESE DRAWNGS DO NOT CONTAIN 5PECFIC INFORMATION FOR ANY STR TAAL ELEMENT5 (TO BE PROVIDED BY ENGINEER OF RECORD) ANY DISCREPANCY (DIMENSIgJS. ORIENTATION, ETC) BEUEN THESE DRAWINGS N THE ASSOCIATED DRAWW.'S Sn /l 511E DRAWI415 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CCN57RICTION SHALL PROCEED UNTIL CORi&CTED. THE CONTRACTOR ASSLME5 THE RESPONSIBILITY TO MEET ALL REM REMENTS OF LOCAL BUILDING OFFICIALS ( TO Cq'IPLY WITH STATE BUILDING CODES J--I Q� Q U JN 6T OZ M m � LIT O m > °Flo / \ W LL p Vj`/ IRI W � U � Q x ry IELBWDIM MI REVSIOH3: J WRIWRBC FIE VERSION: 5.0 BEETBYIE MISS. DETAILS SHEET -3.2 EXTERIOR FIBER CEMENT SIDING OVER TYVEK' OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE UNDER 2 LAYERS OF BUILDING PAPER - TAPE/SEAL CORNERS CORROSION RESISTANT METAL HEAD FLASHING WITH WRAPPED ENDS EXIERIOR GRADE SEALANT OVER BACKER MATERIAL INTERIOR 6" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE SHIM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SCALE: 3"= I'-C" HORIZ LAP SIDING INSTALLED PE* MFWS INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETAILS) STUCCO FINISH COAT o/ FOAM TRIM SE: ELEVATION — Ix WD.TRIM SEALANT 2K RES DR. JAMB JAMB STRIP — GARAGE DOOR OVERHEAD GARAGE DOOR JAMB SCALE: 1 ITS"= I'-0' FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. 2x6 U TRACK ASSEMBLY EXTERIOR SELF ADHERING, SELF HEALING WATERPROOF MEMBRANESILL DAM -CONTINUE 6" MIN. UPJAMBS EXTERIOR GRADE" SEALANT OVER BACKER MATERIAL FIBER CEMENT SIDING OVER 9YVEF.' OR EQUAL HOUSEWRAP OVER OMRIOR SHEATHING AND FRAMING PER HORIZ LAP SIDING INSTALLED PER MFR'S INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETAILS) LAP BUILDING PAPER MIN 3" o/ GSM DRIP EDGE RASHING ICE & WATER SHIELD AT CORNERS. EXTEND a UP WALL — WOOD TRIM SEE HUEY FOR SIZE INTERIOR WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT RANGE PRIOR TO INSTALLATION CAULKING -TYPICAL TX2 WOOD DAM INSTALL PLYWOOD, PAINTED BLACK BEHIND WINDOWS AT DORMERS, TYP. V NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALE: 3"= V.0" FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. � 2xb H 2x RES DR. HEAD GARAGE DOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD SCALE: 1 Id"= V-O" EXTERIOR FIBER CEMENT SIDING OVER'TYVEK OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6' WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYERS OF BUILDING PAPER EXTERIOR GRADE SEALANT EXTERIOR GRADE SEALANT OVER BACKER MATERIAL 6" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR SHIM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMBLY NSTAUED WITH CONTINUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTALLATION NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE: 3"= I' B" LAPE SIDING WEAL PER MANUF. o/ GRADE 'D' BLDG. PAPER o/ STRUCT. SHEATHING SEALANT WD TRIM SEE El". FOR SIZE TYPE V BLD'G PAPER o/ MOISTOP (4" MIN. LAP) o/ WINDOW FINISH SEALANT SLIDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3"= 1'-0" I &.1— —L—T DO NOT ECALE THESE DRAWING5. YERIFY BUILDING ORIENTATION WITH CONTRACTOR Nm 51TE PLAN$ - BEFORE GLN5TIJGTICN. 7HE5E DRAllING5 DO NOT CONTAN SPECIFIC PFOd1ATIGN FOR ANY 5TRUCTNRAL ELEMNT5 (TO BE - FROVDED BY EN3NEER OF RECORD) ANY 0 eCREPA`KY (DR1EN51CN5, ORIENTATION, ETC.) 1. BETWEEN T1EM DRAWNGS AND THE , A°„WDATED DRAWINGS erdla 6TE DRAN55 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO 1� GO46TRJGTION SHALL PROCEED LUNTIL CORRECTED. THE CONTRACTOR 45WIES THE RESF'ON5IBILITY TO PEST ALL - .. REgJIREnEMs OFLLCAL B1ILDING GiICIA. 1 TO COMPLY WITH STATE BIIILDI� CODES. U U Q) ^^ J U) (31 O L oe J Q^� j NQ) 'O 4—I to = Q 5 Q@ fFOEWDATE Gli?(A21 REYLSIONS' ' . GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIL/SITE DRAWINGS - COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT. WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW'AND'MASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF ROOF BOTTOM CHORD DEAD LOAD -10 PSF FLOOR LIVE LOAD -40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECK/BALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL -DEFLECTION ROOF TRUSSES U240 U240 1" FLOOR JOISTS/TRUSS U360 U480 1/2" NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8' 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF U600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED = N/A BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4- EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAILMANDRAIL LOADING: ALL GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES ICC-ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS." CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4, CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES" 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315 - AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION) AGAINST EARTH: 3" FORMED CONCRETE: 1-112" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION. CONCRETE NOTES (CONTINUED): 10.CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI 1 LCONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN HEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 118" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENTAND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE- 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14.CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15.ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4" SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) 6X6-W1 AXW1 4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16.CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18-CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5, FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL THE SUB -GRADE SHALL BE REINSPECTED BYTHE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFlLL IS COMPLETE. 8, A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK. BACKFILLING: 1. DO NOT PLACE BACKFlLL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFlLL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFlLL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3- BACKFlLL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 81NCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH F'm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE N RETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. 8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)-#5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20' 3" 10" #5 25" 3-3/4" 10" #6 34" 4-1 /2" 11" MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW LIFT GROUTING" OR "HIGH LIFT GROUTING" AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. 12. LIFTS OF GROUT SHALL BE KEYED 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14, CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA- CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B - "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION." WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." INDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD." 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"0.229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2-0" O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fe= 875 PSI F� = 425 PSI FT = 450 PSI Fo= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fa= 1100 PSI Fes- 565 PSI FT= 675 PSI F�= 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLLAM LVL PARALLAM PSL (•) TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI Fa = 2600 PSI Fa = 2400 PSI Fg = 1700 PSI (`) -'BOOZER BEAM 2.1 CARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 E' IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (i)-2X KING STUD U.N.O. ON DRAWINGS. 12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEEDOF WINDSPEEDOF <= 140 EXP. C <= 140 EXP C STUD SIZE WALL HEIGHT HEADER SPAN (F,) ITT 9FT 10FT �:. 2x4 4 1J/1K 1JI 1J/1K 6 1J/1K 1J/iK 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1J/4K 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K ENG 16 1J/3K 1J/4K ENG 18 1J/3K ENG ENG PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION- 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32" LG) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO CONCRETE: A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. A 1/2" THREADED ROD SET -SG EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. INTO GROUT FILLED MASONRY (GFCMU): A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENTAT 6'-0" O.C.; LIKEWISE A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C.. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED(MPH) MAXIMUM SPACING <140 6'-9 140 6" 150 3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-112, FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (LE, 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLACK OVERHANG REPAIR < 5/8" NO REPAIR REDD 5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6, NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40%OF THE STUD WIDTH IN BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"XI-1/2" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3" SOS SCREWS, WHERE ' #" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. ATTOP PLATES: A HOLE CUT OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS' WALLS NOT SHOWN ON REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2" WIDE AND NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. GA. MIN.) @ 24" O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCKALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). 17 FLOOR ARE DESIGNED BY THE TRUSSI- JST MANUFACTURERS 000 Fieldstone DELLEEGAT DTEMS E ENGINEER AND BE INCONFORMA CE WITCH HEEOLOADS & DEFLECTIONS (IDENTIFIED IN THE O CRITERIA N DESIG C NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE C.00A.# ARCHITECURE: FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AA26002802 AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL C.O.E.# ENGINEERING CONFORM TO ASTM D5055. JURISDICTION SPECIFIC NOTES: 29349 N AREA INCLUDINGB TN T LIMITED TO LANAIS PORCHES AND 1, FOR PARTIALLYE ENCLOSED s, u o 0 IBRAH�fEM ELAYEB, PE BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS P.E.# 91476 KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD BENJAM I N N I ESE, PE PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. P.E.# 86025 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION 06/21/2024 REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. DATE 1 No. 1 G STATE OF 4 .!�40RIDQ' •' ��� \ isIONAL Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com rl O O 7 H zM M z U W W � a oa F a o N O L�L l� DRAWN BY: FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO.1-140 -1 --- _ I. I -T- CMU COL. CMU COL. 6" CMU, VERT. PER PLAN PER PLAN REIN F-PERPLAN CMU COL. 9" STARTER - w VERT. REINF. lit IVERT. REINF. PER PLAN COURSE .. aPER PLAN PAVERSPER PLAN VERT. REINF. FINISH GRADEALT. CMU SEAT D-0SLOPE SLOPER PLAN @ 1 1/2" FROM � OTOP OF SLAB zz CONCRETECONCRETE " CONCRETEoOw ',[FINISH GRADEFOOTING m a > FOOTNGFOOTING•...- PER PLAN m Q PER PLAN - U' PER PLAN U' '� PER PLAN PER PLAN ' MONOLITHIC FIND.w/ I 2 STORY (2)-#4 CONT. ON CHAIRS CONCRETE PAVERS L PER PLAN � �RIOR MASONRY WALL FTG „/D,/2023 eW_NRY CORNER COLUMN 2/28/2022 F0 i / soy.sew wire.. FMM-010 FGM-033 8" CMU, VERT. 8" CMU, VERT. 8" CMU, VERT. REINF. PER PLAN REINF. PER PLAN 3/q" RECESS IN SLAB REINF. PER PLAN POURED CURB OR CMU BLOCK 9" CMU STARTER COURSE POURED CURB OR - CMU BLOCK - - - FINISH GRADE - POURED CURB OR CMU BLOCK SLOPE SLOPE _ FINISH GRADE 1'-0^ 1'-0^ MONOLITHIC FND. w/ (2) `� MONOLITHIC FIND. w/ (2) MONOLITHIC FIND. w/ (2) 1'-q� #4 CONT. ON CHAIRS i'-0" @ #4 CONT. ON CHAIRS #4 CONT. ON CHAIRS 2 STORY 2 STORY RECESS w/ SLAB 2 STORY SPIERIOR MASONRY WALL @ GARAGE 11/0112023 SGARlkGE DOOR RECESSED SILL .,.w,. FMM-D4O DOOR PERSPED z z a DOOR PER SPEC. d DOORTHRESHOLD a DOOR THRESHOLD mg w a d SLOPE PAVERS PER SPEC >, SLOPE (THICKNESS VARIES) ALT. BRICK M ' THRESHOLD dillu ILI I3, w ENTRY ®CONCRETE 1-4* ENTRY PAVERS = 1-0@ @ 2 STORY 2 STORY ALT. FLUSH BRICK EXTERIOR DOOR SILLS THRESHOLD WALL & FTG ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P T. SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN CONC SLAB PER PLAN 1 ,,-O, (2) #4 CONT. ON CHAIRS** **#5 ALLOWED ILO #4 �1THICIENED SLAB @ INT. WALL (BEARING) vD,/2D23 1J FMG-1 „-00 PER PLAN. EXPANSION ANCHO4MINPOSTPERPLAN EPDXY POST BASE, SIZE PER 1-3/4CHART U.N.O. PER PLAN FINISH GPE CONC. SLAB PER PLAN Zp0rSTD. SLAB BEYOND OzFTG & REINF LL POSTIFTG LOCATION PER PLAN **#5 ALLOWED ILO #4 POSTIFfG @ PORCHI M 8" CMU, VERT. REINF. PER PLAN EXTERIOR FINISH (PER ELEV.) CONC SLAB PER PLAI PENETRATING FINISH FLOOR FINISH GRADE PIPE LOOP TIE AS REQUIRED PENETRATING PIPE**PVC SLEEVE* PVC SIDE VIEW MONOLITHIC SLEEVE** FRONT VIEW MONOLITHIC FND. PER PLAN **VERIFY LOCATION IN FIELD FND. PER PLAN 6�1�NG PENETRATION-CMU 11/1212D21 FMM-130 SGD PER SPEC. /r PAVERS PER SPEC. GROUT BEDl (THICKNESS VARIES) 0'-D° SLOPE 5 I�ILII II_. I' 1-D SLIDING GLASS DOOR 2 STORY 2/28/2022 FMG-070 8" CMU, VERT. REINF. PER PLAN 101/2" _2 q POURED CURB OR CMU BLOCK SHOP SLOPE 3/4" RECESS IN SLAB 1'-D" MONOLITHIC FIND. w/ (2) 1'-0'� e° #4 CONT. ON CHAIRS RECESS./ PAVERS 2 STORY 11/01/2023 FMM-D60 q WALL & FTG 2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. STEP PER PLAN «SLOPE L (2)-#4 CONT. ON CHAIRS (3)-#4 AT 2 STORW* 2 STORY •*#5 ALLOWED ILO #4 S'TIIIICIENEI SLAB @GARAGE (BEARING) 11101/2023 ,3 FMG-09D POST BASE CONNECTOR SCHEDULE ALTERNATE TO BASIC WIND SPEED CORNER SPLICE: CORNER BAR w/ LAP PER GEN NOTES PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME POST REINF. BARS BENT AT _,• 1. SIZE AS CONT. FTG. STEEL SIZE `-140 MPH >1a0 MPH CORNERS TO COMPLY 4x4 ABW44Z ABU442 w/ THE INTENT OF THE 6x6 ABW662 ABU66Z BUILDING I I� — REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN ,{ NUMBER CORNER ANCHOR TYPE SELECTION BARS EQUALS NUMBER TYPE'ABW'POST BASES USE 1/2"X3-3/4" EXPANSION - OF CONT. BARS ANCHOR OR 1/2" ATR DRILL & EPDXY W/ 3" MIN EMBED NUMBER OF TYPE'ABU' POST BASES USE 1/2"X5-1/2" EXPANSION VERTICAL a LAP SPLICE REBAR PER PLAN ANCHOR OR 5/8" ATR DRILL & EPDXY W/ 8" MIN EMBED DOWEL AS pER PLAN REO'D IN PLAN 11/01/2023 %1REINFORCEMENT@FTG.CORNERS 11/01/2023 rlc FMG-110 s� FGG 20 (1) #4 REINFORCMENT SEE FOUNDATION PLAN 9 1/4" BAR CONT., TYP. z SEE FOUNDATION PLAN FORM SLAB g RECESS w/ 2x10 @ w SHOWER LOCATION g LONGITUDINAL TRANSVERSE w &SE11 IN SLAB @ SHOWER 2/28/2022 FMM-260 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERIN .�-•�' 29349 D IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/21/2024 DATE No 4:_ Q STATE OF Q/ � '•.. LORIDP'. '//;/ %9f0NAL ? `I Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com O ti z O w� ¢ M < .a 0z C) W y a O Q , N L 7 L DRAWN BY: I FAE VERSION: 5A SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 VERIFYMO I VERIFYMO I I VERIFYMO I VERIFYMO - ■ 24"X24"X12" CONC. E FTG. W/ #4 BARS - LL @ 12" O.C. EA. WAY FO1 � - FOBC • SiA > StA • • O NA ... _ @OPT.- r SCREEN 2'1" 3'-8" 3'-10" 2'-2" • s„ ERIFY VERIFYMO 21 / MO • L• • ' POB — B1A 1511 = • SiA 31.0 • RECESSED SHOWER @PRIMARY BATH ■ - FM FOB SIA --- s1A ■ • • VARIES OR 8A 8A ■ F04 - S1A NA - • • \VERIFY • • L : B1A - MO 11 VERIFY MO _ �� SI.O V N al lei■ • _ _ VERIF MO VERIFY MO 0 3'-10" 2'-4" 20'-0" 1 0 B7' �� 1 -4 �' o X7 e4 X24" 2" CONC. • FTG. W/ #4 BARS ■ - _ - • • @ 12' O.C. EA. WAY • FOUNDATION PLAN - ELEV. "JF1 SCALE: 1/4-1'-0" NOTES: 1. 3 1/2" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION =O'-0" 3. REFER TO DWG SO.I FOR GENERAL STRUCTURAL NOTES VA) Fieldstone I C.O.A.# ARCHITECURE: �`�• F AA26002802 ' C.O.E.# ENGINEERING: No. 860 _ 29349 O IBRAHEM ELAYEB, PE �.0 4,` P.E.# 91476 ■ BENJAMIN NIESE, PE S OF lV�� P.E.# 86025 RIDP •'' ���� 0624 DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com Z z F > z� a¢ V) C:) U W FF.... a Q Q O Qa O F- L DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S .1 J FIRST FLOOR WALL/HEADER PLAN - ELEV. °J° SCALE: 1/4"=1'-9. NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES UNTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE 2. MINIMUM 4" NOMINAL BEARING PER END@ LINTELS OR AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4- BOND BEAM ELEV = 9'4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL UNTELS 28' OR GREATER TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY gF16-1B/1T } }L L QUANTITY OF #5 REBAR AT TOP j NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REOD ¢� 1-1/2"CLEAR V? = CMU a0w OR #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING -�—X- PROVIDED IN LINTEL (VARIES) 7-5/8' ACTUAL 8' NOMINAL HEIGHT 4020 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 86 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE % OF 4k� P.E.# 86025 i�� ' !��ORIDP • '����� 06DATE 24 /S/�:VA�. W'? [ ---.. - -I - _--- --- --- -- Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, Fl- 33637 +1 813.466.3310 www.fieldstoneae.com rl C ti aow� C Q' z M M Q z U W a Q � o as Qo Qnil �x Qx �r ox MN NO RAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 J (2)HETA16 W/ @ SINGLE PL PER R14/S4.1. MGT W/ (22)0.148"X1-1, ATR DRILLED & EPDX CMU WALL W/ MIN. 12' ROOF FRAMING PLAN ELEV. "J" SCALE: NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2- REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS C: )100 Fieldstone ,O.A.# ARCHITECURE: :� NSF 426002802 ,O.E.# ENGINEERIN No =_ 11349 IBRAHEM ELAYEB, PE 4:` P.E.# 91476 ■ BENJAMIN NIESE PE %�0 STATE O��� F P.E.# 86025 i�� ' FLORION.••��?�� 06DATE 24 �NA1. F'? Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com 0 z O u5 F z M M U v) W H w Q Q o Vw �a ox oa o MN F- DRAWN BY: I FAE VERSION: 5.0 SHEET NAME ROOF FRAMING PLAN SHEET # S3.1 J STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED 11/2' WOODTRUSSES AT 24" O.C. MAX. -OR- 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) ATTACHED TO TRUSS Bd NAILS INTO TRUSS w'/ (3) 1Od NAILS, 24" CONTINUOUS O.C. CENTER MAX. STRUCTURAL SHEATHING SPACING NAIL PER. TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91/4" ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. TRUSSANCHOR PER PLAN FjFASCIA, (SEE ARCH DWGS) BOND BEAM�•�• PER PLAN DETAIL AT TYPICAL TRUSS W/ HEEL < 9114" �1ROOF TRUSS ON MASONRY 11/01/2023 n„1 _ NOT TO SCALE RWM-0,0 2X4 BLOCKING AT Z-0" STRUCTURAL SHEATHING, O.C. w/ (2) 12d TOENAILS (SEE PLAN FOR A. END TO TRUSS ATTACHMENT) PRE-ENGINEERED BOND BEAM PER TRUSSES AT 24" O.C. PLAN AND SCHEDULE SHEATHING PER PLAN 8" CMU WALL, SEE - PLAN FOR VERT. REINF. META16 AT BLOCKING FZ4�;O U BRACING @ NON-BRG. UT, WALL (NON -SHEAR) 11101/2023 _ SCALE RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24" O C. TRUSS STRAP PER PLAN EXTERIOR INTERIOR •�• 8" C SHEATHING PER PLAN ALL, SEE PLAN FOR AN FOR VERT. REINF. BRACING @ PERPENDICULAR BRIG. WALL (NON -SHEAR) 11/01/2023 Rob NOT TO SCALE RWM-O80 NOTE: TRUSS ATTACHMENT: VALLEY SET REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL TRUSSES @ 24" O.C. AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OF THE BELOW METHODS. ONE FULL - VALLEV SET DRAWINGS FOR SPECIHC TRUSS FOR ATTACHMENT OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: 22 112' MIN. 9" LONG 20 TRUSSES @ PROFILE INFORMATION. I.e. HEEL a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. 3 OPT' GA. FLAT STRAP 24" O.C. HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED SHEATHING INTO DOUBLE TOP PLATES. EXT. 30' M TRUSS OR WOOD TRUSSES SHEATHING IS CONTINUOUS AND WILL TRANSFER RAFTER w/ (8)t 6d SHEATHING AT 24" O.C. MAX. COMBINED $HEAR & UPLFT. SDWC15600 SHEATHING PER PLAN b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO PER PLAN -OR. TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY m T INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA 2x BLOCKING Bd 2x RIBBON BOARD OVERHANG OVERHANG STUD. EXi. SHEATHING IS CONTINUOUS AND WILL PER PLAN PER PLAN 2X4 BLOCKING SHEATHING EDGES w/ (3) ed ATTACHED TO TRUSS w/ TRANSFER COMBINED SHEAR & UPLIFT. UNDER TRUSS NAILS INTO TRUSS (3) 10d NAILS, 24"O.C. c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP 1/2"-, 3/4" \j CONTINUOUS STRUCTURAL CENTER MAX. SPACING PLATE. EXT SHEATHING IS CONTINUOUS AND WILL ENDS, NAIL TO TRANSFER COMBINED SHEAR & uPUFr. SINGLE SDWC: CONFIGURATION A SINGLE SDWC: CONFIGURATION B SHEATHING NAIL PER CONTINUOUS STRUCTURAL TRUSS CHORDS (1) SDWC15600 (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) TYPICAL SHEATHING DETAIL SHEATHING NAIL PER w! (3) 1Od A. TRUSS SCREW TYPICAL SHEATHING DETAIL L�/ INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END. TO EVERY FRAMING PER PLAN FRAMING 4°-,4'1"'i l ,4'-14' INTO TRUSS/RAFTER INTO TRUSS/RAFTER `` III / TRUSS BELOW PER PLAN OR DETAIL AT TRUSS HEEL > 91/4" \ / STRUCTURAL SHATHING. TRUSS OR SEE PLAN AND DETAILS FOR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER ATTACHMENT 3/4" PRE-ENGINEERED WOOD +/- 1/4" (2) SDWC156DO (2) SDWC15600 (2) SDWC15600 VALLEY SET TRUSSES AT 24" O.C. MAX. TRUSSES @ 24" O.C. TRUSS ANCHOR PER PLAN m m (D 6' m ® SHEATHING eFRAMING PLAN 3" OVERHANG OVERHANG OVERHANG PER PLAN FASCIA, (SEE ARCH DWGS) STRUCTURAL +/- 1/4" PER PLAN PER PLAN PER PLAN SHEATHING NAIL PER 5 3/4"-1 1/4" 3/w 1 i/4" 1/2"A" 1/2"-," 1/2"-7/8" 1/2"-7/8" 2X4 PURLIN @ A. VALLEY TYPICAL SHEATHING DETAIL �9 TRUSS, NAIL TO COMMON 3/4" DOUBLE SDI DOUBLE SDWC: CONFIGURATION B DOUBLE SDWC: CONFIGURATION D TRUSS w/ (3) 16d GUN NAILS • • DETAIL AT TYPICAL TRUSS w/ HEEL, 91/4" 20'-2 ' 20°-25° CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE BOTTOM CHORD OF VALLEY 22 OPTIMAL 22 1/2 INSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED TO PURLIN w/ OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER 10d GUN NAIL @? 8" O.C. &ROOF TRUSS ON FRAMING „/0,/2023 ��TRUSSIRAFTER TO DOUBLE TOP PLATE SCREW CONNECTIONS „!0,/2023 ��TRUSS VALLEY SET OVER FRAME „/0,/2023 R03x.. RWW-020 �/ :a. RWW-030 nvo NOT 70 SCALE RWG-060 CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTUAL STRUCTURAL (2) , Od NAILS SHATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24" O.C. REDD AT ATTACHMENT OVERHANGS GRATER THAN 15" 10d TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO 2) A35 @ Ek 8" O.C. TRUSS TO W/ 7YP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)1 Od TOP PLATE HORIZONTAL BRACE, ONE A. SIDE TOENAILS WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE w/ OUTRIGGERS PER PLAN SHATHING PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GRATER EDGE NAILING SHEATHING EDGE (2) 1 Od NAILS IN LIEU OF BLOCKING AND w! (2) 10d @ A. EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT WITHIN THE GABLE, I7IS TRUSS WEB 24" O.C. REQ'D AT ACCEPTABLE TO USE (OR BOTTOM CHORD NAILING OVERHANGS UP TO 15". ATTACH TO TRUSS 70P °EDGE NAIL SPACING TO AS SHOWN) CHORD w/ (2) 16d NAILS BOTTOM CHORD OF TRUSS AT 16" O.C. TO TRANSFER LOAD. 2X4 BLOCKING @ GABLE TRUSS w/ TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS EDGE NAILING (2) 1 Od @ EA. END NOTED IN THE SHEATHING TO ADJACENT STUD FRAMING SHEET A -A SPLICED SHEATHING 131 1Od NAILS @ 1311Od NAILS @ TRUSS NOTES PERMANENT TRUSS BRACING PER TRUSS MANUFACTURER @ 10'-0" MAX. SPACING. (1) ADDITIONAL FLAT 2X4 WITH BLOCKING EXTENDING A MIN. OF (3) TRUSS BAYS PLACED BETWEEN PERMANENT TRUSS BRACING EA. TRUSS CHORD A. TRUSS CHORD (RESULTING IN 5'-D" MAX. NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/ 1/2" DIA. x 10" OVERALL BRACING) OF GABLE TRUSS w/ ANCHOR BOLTS @ 4'-0" O.C. MAX w/ 3 12d's AT 4" O.C. PL WASHERS AND 7" EMBED. NOTCH HORIZONTAL 2x A35 �' MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN t f MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO A -A (WOOD) A -A (MASONRY) ATTACHMENT OF ALL BAM @ VAULTED CONDITION, SEE PLAN PERMANENT BRACING STRUCTUAL SHEATHING. AND DETAIL. w/ 1Od @ 4" O.C. Rog GABLE ENI TRUSS BRACING DETAIL 11/0,/2023 CONT 2X4 w/ (2) TYP TRUSS RWM-090 "X" = 10 % HOUSE WIDTH 3 � "X" = i 0 % HOUSE WIDTH "X. - 10% HOUSE WIDTH( 3 0 2 —o c o- 0 2 RIDGE RIDGE ^^RIDGE C/ O GABLE END _ GABLE END 4 BLOCKING AS REQUIRED FOR BRACING BY TRUSS MANUFACTURER. i SEE REQUIRED BRACING PER TRUSS MANUFACTURER (i.e. BSCI REQ'MTS) AA 12d NAILS CONNECTOR PER PLAN STRUCTUAL SHEATHING PER PLAN ALT. OUTLOOKER FRAMING SEE REQUIRED (REQ'D AT 170MPH OR GRATER) BRACING PER TRUSS MANUFACTURER ��,' STRUCTURAL CONT. 2x FASCIA PER SHATHING PER PLAN ARCHS wl (2) 12d NAILS PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. 2x BLOCKING TOENAILED, 3 TRUSS BAYS BACK FROM GABLE END STRUCTURAL 2X4 BRACE SHEATHING PER PLAN BOSTON HIP 3 (a��X HIP vl 3 H2F @EA OVER SA AM DTRUSS ��==��" 2X4 BLOCKING - SHEATHING PER PUN BETWEEN TRUSSES ROOF SHEATHING NAILS ROOF FASTENING ZONES 1 2 3 SHINGLE: 7/,6" SPAN RATED SHEATHING 8d RING PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. OR SHANK TILE: 15/32" SPAN RATED SHEATHING 0,113" x 2-3/8" OR PANEL FIELD (1) 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED SHEATHING 000I9 MMAIP-6A'N MASONRY TRUSS ANCHOR EA. END 8" CMU WALL OR LINTEL. SEE PLAN FOR REINFORCEMENT H2.5A @ A. OVERFAMED TRUSS TRUSS TIE PER PLAN ❑❑ • EDGE NAILING / PER PUN NOTES: FRAMING PER PLAN 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES ORRAFTERS-TYPICAL �� SHATHING, SEE PLAN WOOD 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. FOR ATTACHMENT 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO OF TOTAL HOUSE WIDTH, DIMENSION, S 60' OFFSET FROM ROOF EDGE. 0BOV 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE SE 4' ZONE, ZONE, 50' WIDE HOUSE = 5' ZONE. WIDE HOUSE = 6' ZONE R206 =ERFRAMED GABLE END DETAIL MOD (11/30/2023) &WPOF SHEATHING ATTACHMENT DIAGRAM _ RWG-202(RB449) (MAXIMUM OF 150 MPH EXP C) 11/01/2023 RWG-110 STRUCTURAL TYP TRUSS SHEATHING PER PLAN 2X4 LADDER FRAMING AT 24" 2X4BLOCKING DIAGONALS ONLY. ATTACH AT CONNECTOR O.C. REO'D AT OVERHANGS AEND.0 12d TOENAILS. NAIL SHEATHING BLOCKING AT 6" O.C. S. CONT. 2X4 w/ (2) PER PLAN GRATER THAN 12", ATTACH TO K w/ MIN. 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. W/ 12d NAILS TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REQUIRED, NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. SEE REQUIRED BRACING PER TRUSS STRUCTURAL 1. AT VERTICALS T-6" TO 6'-6" USE ONE 2X4 MANUFACTURER SHATHING PER PLAN 2. AT VERTICALS OVER 6'-6" TO B'd"USE (2) 2X4 "L" BACKS (1 ' A. SIDE) (OR FRAME PER CASE 3 BELOW). AT VERTICALS OVER V-4" TO IT-0" USE ONE 2X4 "L" BACK LT. OUTLOOKER FRAMINGBRACE3. ALT. AND AN ADDITIONAL DIAGONAL BCE IS REQUIRED AT THE (RE AT 170MPH OR GRATER) PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE, ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE CONT. 2X4 w/ (2) 12d NAILSjAN BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA. END. IN ADDITION TO THE SECOND DIAGONAL, A STRUCTURAL SHATHING SEE PLAN FOR BTRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND WOOD ATTACHMENT OFPRE-ENGINEERED MUST BE ATTACHED TO EA. "L" BACK WITH (2) 12d's AND ONE TRUSSES A7 2'-0" O.C. MAX. ALL STRUCTURAL SHEATHINGFASCIA SIMPSON H5 OR ONE USP FITS CONNECTOR. SIDE NAIL ALL"L"BACKS AND STRONGBACKSw/12d'sAT6" (SEE ARCH.DWG.) HTG. O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. CKING PRE-ENGINEERED WOOD TRUSSES AT Z-0' O.C. MAX. CU LFASCIA(SEEARCH. DRAWINGS) SHEATHING PER PLAN TRUSS ANCHOR PER PLAN FRAMING PER PLAN PARTIAL WOOD BEARING DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) 11/01/2023 R10 FV M i 00 s EAtlsT Ls / ff ss nTz. o�Mopxo. or eh��x\\ sceevs To T �ocn oHs(sNSTiw. '"Eov or wAua soNRv 2XBLOCKING LED. `\� \_ TVP,cA�cMu wwu THREE TRUSS BAYS BAYS BACK FROM GABLE END 2X4 PURLIN @ IppsRM HTSM�c IOR STRUCTURAL SHEATHING PER PLAN A VALLEY TRUSS. NAIL TO RRoveo eouATI AT . ^T oN BOTTOM CORD OF VALLET - COMMON TRUSS NAILED TRUSS W/ (3) AT EA. sT— s TO PURLIN w/ 10d GUN NAIL 1&d NAILS wRvnoNssllee @ 8" O.C. 'lull , n o ms. ueurr CONT. 2x FASCIA PER �. NOT AccEVTAe�E TRUss APPucano_ ARCHS w/ ACT—INEE—F (2) 12d NAILS H2.6A @ 6'-0" O.C. MAX PRE - ENGINEERED WOOD AR_TECT of REcoeo FOR AV PRO _TE MISSED TRUSS STRAP REPAIR soLunoN. TRUSSES AT 2'-0' O.C. MAX CONTINUOUS R13`13Nor.o O SHEATHINGEDGE 2x4 • ODO Fieldstone �`\\ NBRAG AILING ` ' ' • - •/ PERWC1 H10A@EA END C.O.A.# ARCHITECURE: :� •'•vac �� (2) SDWC15600 PERNGER OF VALLEY AA26002802 SCREWS FROM TOP PLATES TO WOOD MANUF 2X4 TRUSS & 10' - 0" O.C. MAX C.O.E.# ENGINEERING: c :�Q. BV TRUSS @110 O.C., (1) A FRAMING PER PER SHEATHING 29349 _ �TYP.RBLEENDDETAIL PUN PER PUN MOD)1y3o/2023 0 IBRAHEM ELAYEB, PE3012 _ = 4: P.E.# 91476 — RWG-203 (RB-449) ■ BENJAMIN NIESE, PE � O S OF P.E.# 86025 �i�� ' F�ORIDQ • 'O�?` /��S/&'*0 06DATE 24 AL. "N E mEa EE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com eL-1 C� O z O W 1 z m a vi U W W a W a Q� >' En .a U C, N O F_ 7 L _J DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/16 SHEATHING Id 3" O.C. 12" O C. ALL EDGES PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES S STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING N 1/2 S DOUBLE NAIL EDGE SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - SAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/ 8d 3" O.C. 12" O.C. ALL EDGES SHEATHING S STRUCTURAL SHEATHING 3/8" FIELD NAILING, 7 SINGLE NAIL ( EDGE SPACING PANEL EDGE NAILING ETYPICAL SHEATHING DETAIL 11/01/2023 W02 PILE END SHEATHING DETAIL 11/01/2023 1 o - „ vWvc NOT TO SCALETO SCALE WGW-01D NOT TO SCALE WGG-_020 COMMON WALL, T.O. BOND BEAM (TYP.) 8 x 8 x 16 CMU PER PLAN WEAVE BLOCK COURSES EVERY OTHER BLOCK (TYP.) @ EVERY BLOCK TEE INTERSECTION REBAR PER 4 PLAN 5125-9 L ,t TYPICAL CMU INTERSECTION DETAIL 11/01/2023 WGM-182 #5 REBAR, CONT IN BOND BEAM BOND BEAM PER PLAN #5 REBAR HOOKED DOWEL #5 REBAR VERTICAL IN SOLID FILLED CELLS, (SEE PLAN) INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: 1x CUSTOM P.T. BUCK TO 2. OR GREATER BUCK TO 1x WOOD MASONRY MASONRY 1x P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 - - - ATTACH w/ "T" NAILS @ 4" 1/4" = 1/4"x4" MASONRY ATTACH FROM ENDS AND 12" O.C. SCREWS @ 4" FROM ENDS WINDOW PER REMAINDER. ATTACH AND 12" O.C. REMAINDER. FLORIDA WINDOW THRU BUCK INTO w/ 1 114" EMBEDMENT .-�' - PRODUCT MASONRY PER FLORIDA gAEH PR= L PRODUCT APPROVAL FINISER ELEVATION TYPICAL WINDOW ATTACHMENTDETAIL 12/17/2021 N.T.S. WGM-1-140 WOOD BUCK ATTACHMENT: INT. FINISH do OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 21/4 = 1/4"x4" 2. P.T. BUCK MASONRY SCREWS @ 4" FROM ENDS AND 12" O.C. REMAINDER w/ 1 1/4" ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT APPROVAL •.__..��,, _ ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH w/'T' BRICK NAILS @ 4" FROM ENDS AND 12" O.C. A.A MOLD - REMAINDER. ATTACH DOOR THRU �a FINISH PER BUCK INTO MASONRY PER FLORIDA a.a a� ELEVATION PRODUCT APPROVAL S�MTFICAL DOOR ATTACHMENT DETAIL 11/01/20MIR ATTACHMENT DETAIL 11/01/2023 WGM-150 ROUGH OPENING MITER LINTELS BY BELOW FIELD CUTTING #5 REBAR HOOKED — #5 REBAR IN VERTICAL DOWEL GROUT FILLED CELL 3" x 5" CLEAN OUT AT #5 CORNER DOWELS INSIDE ALL FILLED CELLS z AND OUTSIDE OF VERTICAL • #5 BAR AS SHOWN .•, SEE FOUNDATION PLAN PRECAST LINTELS w '.:. AND DETAILS FOR FILLED WITH GROUT < FOOTING REINFORCING. a TYPICAL REINFORCED FILLED CELL DETAIL 11/01/2023 90 DEG. CRNR DETAIL wl COLUMN BEL 2/28/2022 J OT TO SCALE yyGM-� 80 � J � WGM-250 EXTERIOR CMU WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR FOR NAILING & OTHER REQ. NAILING & OTHER REQ. INSULATION AS PER SPEC. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. 1PER REFER TO TRUSS MANUF. DWGS 12 PER REFER TO TRUSS MANUF. DWG �ELIE ASPHALT ROOF SHINGLE �ELEV. ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) (OR TILE PER SPEC.) TRUSS STRAP PER TRUSS STRAP PER STRUCT. DETAILS STRUCT. DETAILS REFER TO PLAN i, REFER TO PLAN FASCIA PER COMMUNITY SPEC. _ FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. PER SPEC. BOND BEAM PER PLAN BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/PRECAST SEE STRUCT. FOR ALL REINF. REQ. SILL PER PLAN SEE STRUCT. FOR / ALL REINF. REQ. INTERIOR EXTERIOR INTERIOR EXTERIOR SEE STRUCT. DETAILS SEE STRUCT. DETAILS FOR VARIATIONS FOR VARIATIONS 0'-0" FIN. FL. 0'-0" FIN. FL FINISHED GRADE FIMONOLITHNISHED GIC ENDRADE ., SEE MONOLITHIC END., SEE STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR WIDTH, DEPTH &REINF REQ. WIDTH, DEPTH, & REINF. REQ. ITYPICAL 1 STORY WALL SECTIONy0, /z023 %/TYPICAL 1 STORY WALL SECTIONyo1 /2023 �/ WSM-010 �J WSM-020 - - 2X6 WOOD BUCK ANCHORED + TO CMU w/ 1/2" x 6" "L" BOLTS OR 5/8" x 6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" FRAME TO BUCK O.C. & WITHIN 6" OF TOP AND BOTTOM, OR (2) ROWS OF 1/4" TO MASONRY x 3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" EXTERIOR CMU WALL 114" DRIVE-IN ANCHOR OHO Fieldstone GARAGE DOOR AND TRACK, INSTALLED PER C.O.A.# ARCHITECURE: \� MANUFACTURERS SPECIFICATIONS. AA26002802 i C.O.E.# ENGINEER o. 86 1/2"x21/4"HILTISLEEVE ANCHOR OR EQUAL MIN. 11/2" 295497C• 1 {� FRAMETO NO EMBED INTO MASONRY (1)PER BRACKET p IBRAHEM ELAYEB, PE _ _ �� MASONRY P.E.# 91476 '• TYPICAL GARAGE DOOR ATTACHMENT ■ BENJAMIN NIESE, PE ST OF •• \ W16 ®. 11/01/2023 -r P.E.# 86025 �� '•F�ORIDP' •' ��� • • NOT TO SCALE WGM-16D 0624 • • • • • ' `� ���ONAL DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com e--I O ^ .� z O Lcl v�i �^ z M Q U F-1V w Q gw �a Q C4 L�L C-" F- L_ 7 _J DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2-il LEGEND 0 8x8 FILLED CELL W/ (1) - #5 REBAR - BEAMS FE-[-71 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL 8x8 FILLED CELL W/ NO REBAR REGO------------- GIRDERS PLUMBING WALLS (FOR REFERENCE) n ------------ BEARING/SHEAR WALLS (FOR REFERENCE) � 45CMU -FILL CELLS W/ #5 REBAR N-\71\ ROOF BLOCKING 12x12 FILLED CELL W/ #4 REBAR (IN WALL) BALLOO® FRAMED 12x12 FILLED CELL W/ #4 REBAR WALLS/HIGHER BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR 8(1 DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) 1 )- BRACED WALL LINE ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL ED EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRYOPENING SILKS BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT FEET REINF REINFORCING/REINFORCEMENT CJ CONTROLJOINT GALV GALVANIZED REOD REQUIRED CUR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM Sim SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (ASD) BASED UPON 10 SQFT AREA Roof Pressures Roof Pressures I Hio Roof Pressures Zone 2r 38.2 105.d and Gadding Pressures (ASO) - 2020 FL Positive Width height Effective Pressure 6080 2r Wall Pressures FASTENERS ALLOWABLE LOADS CONNECTOR QTY TYPE GRAVITY jibs) 10 UPLIFT jibs)@Y.6 LATERAL {lbs 1.6 META16 8 0.148"x1-1/2" -- 1450 FI:340 FZ : 770 HETA16 9 0.148"xl-1/2" - 5810 FY: 340 F2: 770 (2) META16 I-ov 10 0.148"x1-1/2" -- 1875 Fl : 680 F2: 770 (2) META16 r 14 0.162"x3-1/2" -- 1795 FY :1285 F2:1080 10 0.148"'Yl-1/2" 1920 Fl : 680 F2: 770 r_HETAl 12 0.162"x3-1/2" -- ?365 F1:1350 F2 :f430 8 0 148"x1-1 2" ilia F1: 120 F2: 90 4 S/4"xl 3 4" CONC SCREW 6 3/8' xX TITEN HD 8250 2435 6 1/4"x 2 1/2" SDS SCRE W MSTC28 1 36 1 0.148" x 31/4" 3460 MTS12 14 0.148")d-1 2" 990 2 MTS12 28 D 148"x1-112'" 1980 MT516 14 0.148"xl-1/2" 990 HU 210-2 18 114" x 2 3/4" CONC SCREW 3500 NSW 10 O.ikB"x 3" HTS16 32 0.148"x1-1/2" 2.890 2 HTS16 16 0.148"xl-112" 1310 HT520 24 0.148"xl-112" 1310 LSTA12 10 0.148"x2-1 2" 925 LSTA18 14 0.148"x2-1/2" 1235 LSTA30 22 0.148"x2-1/2" 1640 MSTA24 18 0.148"X21/2" 1.640 2 MSTA24 36 0.148" X 2 1/2" 3.280 MSTA36 26 0.248" X 2112" 2,050 (2)MSTA36 52 0.148" X 2 2/2" 4,100 MSTA30 22 0.146'W-1/2" 20SO MSTC28 36 0.148" x 31/4" 3.460 MSTC52 1 62 0.148"x3-1/4" 4735 MSTAM24 L425 -- 5 1/d' X2 Y 4" MSTAM36 13 0-148" X 3" 1,874 8 Y4"'X214" {2) MSTAM3E 26 0.148" X 3" 3740 -- Ifi 1 4" X 2 11/4" MSTCM40 10 1/4"x2-2/4"CONC SCREW 28DO 14 0.148"0-14" MGT 22 1 0.148"x3" 3965 F1:775 1`2:525 Y 5 8"ATR HGT-3 16 0.148'h3" 10,790 2 3,14"ATR VGTR or L 1 5 8"ATR _ 2225 FS :650 F2: 630 16 1/4'1d" SDS VGTR/L 2 5 "ATR -. 5545 F1:650 F2:630 32 1/4"x3" SDS VGT 1 5'8"ATR _ 4940 F2:1185 F2:590 Ifi 1 1/4xT'SDS (2) VGT 2 5/8"ATR 7185-2p1y 88 3.1, F1 : 1185 F2: 590 32 i 4"x3" SDS I DTT2Z 1 8 7,/2"ATR 1/4"x3" SDS IS 25-20 min 2145- 2 2x4 min HTT4 1 5/8"ATR 3610 -- 18 0.148"x3-2 2" HTTS i 5'8"ATR -- 4670 -- 26 0.11 N; HTT5KT I 5 8"ATR 6445 26 SD R1Ox2-1/2" ABU442 1 5/8" ATR 7570 1900 -- 12 0.162"z3-1/2" ASUG62 1 5/8"ATR 18205 2475 -- 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/2" -- S65 F1.110 F2: 110 HYOA YS O148"xl-1/2" -- 1340 F1:565 F2 : 285 HIOA-2 18 0.148"xl-1/2" -- 1080 FY : 680 F2:260 HUC48 14 1/4"x2-3/4"CONIC SCREW 35D0 1135 -- 6 0.148"0" HUC414 24 1;14-W-3/4"CONC SCREW SOBS 2015 -- 12 0.148"x3" LUS26 4 0.148"x3" 865 1165 SPH4 12 0.148"xi-1/2" Side:640 -- Center :1280 OTC dips 4 3/16N2-3/4" CONC SCREW Fl : 85 2 0.131'W-1/2" F2: 235 A35 12 0.131"xl-1/2'" -- _- FY:65D F2:670' SDWC1S600 1 SDWC15600 -- 615 F1:13D F2 : 225 SDWCIS4S0 I SDWC1S450 295 F2:150 HTU26 20 0.162"x3-1/2" 3200 1250 -- 14 0.148'k3" LGU3.63-SDS 16 1/4" X 21/2" 6.720 5555 -- 12 1/4" X? F/?" HDUB-SOS2.5 1 7I8"ATR __ 7,870 -- 20 1/4" X 2 1/2- SDS HDU21-SDS2.5 Y" ATR -- lS,llS -- 30 I/4" X 2 1/2"SDS THD26 20 0.262" x 3" 2-3240 -- 20 0.148"x 11/2" THD28-2 28 0.162"x 3" 4310 4260 -- 16 0.148"x 3" PRECAST LINTEL GRAVITY LOAD TABLE v4'21 LOADS LISTED HAVE BEEN CALCULATED OR COMP, LED FROM APPROVED MANUFACTURERS: CAST-CRETE LOTT'6 CONCRETE, QUALITY PRECASTCO. -)CLEAR ENING TYPE A S"L='NTEL S"TYPE 8 $"-EC- 12" TYPE B 12°'T'1PEC` 14" TYPE B- 14r`TYPEC" 16' TYPES 1VTYPE'6- 20" TYPE B 20'TYPECt 24" TYPE 8 ZCIYPEC 28"TYPE 8 28"TYPEC 32" TYPE 8 32'1S'#PEC 3069 3719 3280 5163 6607 8054 9502 10000 I'6. 2231 . 3069. = 46M - 5206 6113 7547 ,8974 10001D " 10DOD ' ?'2" 2231 3069 3719 3280 5163 6607 8054 9502 30600 `3U49 46lX+ 52U6 °: $113, �47 89T4 10000 .Im `. 2561 2751 3280 3820 4890 5961 7034 8107 1783 . -2561 = 4605 5206 r'. 6113 7547 8974 10000 10DOD 1969 2110 2992 2931 3756 4576 54DD 6224 1' 2" 1343 73969 ;= - 4375 - - 52015 - 6113 _ 7019 - 8672 .` 7D004_ 10DOD -:- 1349 1438 1716 1999 2560 3132 3686 4249 1'4" 1217 1349 -309D 4567 5365, - 4756 5817 .. 7074 : 9203 1349 1438 1716 1999 2560 3132 3686 4649 1,0„ 1006 4567 5365 4766 - 5811 107d M03 i nos 1173 16M 1631 2090 2549 3DO9 3470 860 1105 -2622 ' i 4242- :- 4360 3%2 4869 5817 ,ISM 9 2" 710 1232 2177 3738 3480 3031 3707 4383 5061 2232 " '2177 5 z 3A80 5381 8360 : 8625 7590 , 991 1729 2108 2632 2205 2698 3191 3685 2" 1711 99i '_ 1?25 210E 2632: 3R98 : 5661 4742x 699 1160 1516 1626 2564 3486 2818 3302 7 0„ 488 ' 694 - . 1245 , - 1516 ') 1843 2564 3486 29U -. 33P 699 1160 N/A 1625 2564 3486 2818 3302 ror 416 699 .. 712d5 NIA 1843 2564 3496 :-: 2964 -... .. 3387.... 535 890 NIA 1247 2093 2777 2163 2536 3'2" 354 535 1054 N A 1533 ;: 2093 - 2781 - 2259 :, 2615 567 890 N/A 1366 1846 2423 3127 4006 010" 315 S67%1 945 WA 1366 1346 2423 : 3227 40M 525 873 N/A 1254 1694 2193 2805 3552 Ole., 292 525 , ;'. 873 ' INjA% 154 1684 2193 2805 ;. 3552 471 755 N/A 1075 1428 1838 2316 2883 1'2" 277 474 7 5 NIA 1675 '. 1428 1838 2316 '. 2= '. 471 755 N/A 1075 1428 1838 2316 2535 2'0° 255 47b ?55 -- N A 1075 2428 .. 1838. 2316 2883 ; 424 706 N/A 1002 1326 1697 2127 2278 2'8" 239 424 : 706 NIA 10D2 1328 3697 2127 253f1 i N/A N/A N/A N/A N/A N/A N/A N/A 3'4" NIA N/A %783* NIA - -3234*- 1421* _'- 1RT9' 2188* j 2"r -: N/A N/A N/A N/A N/A N/A N/A NIA 4'T' N/A N/A '. 710* - WA 1160* 13$1- - 1660* -: W32* 245V N/A N/A N/A N/A NIA N/A NIA N/A 611'" N/A N/A $W N/A 952* IU7' 1379* 1671* 1997* N/A N/A N/A N/A N/A N/A N/A N/A 810" N/A N/A 420* N/A 750* - 9d3' 1177' 1415' 1676' N/A N/A N/A N/A N/A N/A N/A N/A 8'8° NIA N/A 340- NIA - 598* : M. 1114" 1345* I468*- ' N/A N/A NIA N/A N/A N/A N/A N/A 2'8" N/A NIA 25& NIA 450* 656* : •880 1D90" 1210* T' W/2" RECESS U-LINTELS Re bar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C =Conti nous Grout,Ste el per plan in Bond 1000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 I C.O.E.# ENGINEERIN . No. 86 -_ 29349 O IBRAHEM ELAYEB, PE ar` P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 % O TE OF ��� ' ' •!��ORIDP' . �+ 24 ��� A�. DATE 1% 3- E� °E E cQ BaEa o$�E �.Z- o° fr o E r_ oE 2 omE ©15- jE SE8 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com rl 0 ^ a Q zM M .¢1 U W ¢ qO v h a Aa ox E"{ DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1