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7000 Island Bay Cir - - BC00-002771 (WINDSOR LAKE) DOCUMENTS
ZONE �L- 16j.1-7 al DATE CONTRACTOR C-�3�.��1E«j7CIYI ADDRESS 1 S`.� SC1ztiiCC% L2.Y'�C� %I ��GIYCQ JZ -i / PHONE #t `o 1) LOCATION %o&) OWNER ADDRESS PHONE # 6/0-7 Yl 6 Lam --PLUMBING CONTRACTOR vl v� ADDRESS PHONE # ELECTRICAL CONTRACTOR J le'I ADDRESS PHONE # MECHANICAL CONTRACTOR a'Jl `-6 . ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�_) FINISHED FLOOR ELEVATION REQUIREMENTS (_�) ARCHITECTURAL APPROVAL DATE: PERMIT # JOBl'' COST $ (<% Z/�I 7/1 FEE $. STATE NO. FEE $�.4r6 FEE $ 1600 FEE $ SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: ] �� MODEL: OCCUPANCY CLASS: FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # __ DATE: FINAL DATE EPI: E 21-011 5LA1:3 TENDONS 2-04 CONT. �I I TENPON SCHEDULI PO% 51JILD INCA TYPE '11411 MARK TOTAL ELONGATION REQUIRED NUMf5rzR $18 1.631 1 6 554 4.45 1 11 516 ro.l" 12 5114 8.99" 13 2'-011 SLAB 1-2-04 TENDONS .ICONT. ,I _ 7 7O _ 2 -04 CONT. WD �iil�li,l �I�IIII�II � h L _ i 1 - w z 8TRIr551NG END -PATCH REMOVE BACK SIDE I CMU 16" WIDTH CA5LE BEYOND - `n C3LOCK AFTEi� STRESSING 2-+'5 CONT. IN CONT u -t LL2-+'5 CONT. IN GOVT ui a CENTERED ON CADLE, BOND t3EAM0) BOND 13EAM q GABLE, TYP. TYP. uu 8" CMU W/ HORIZONTAL } 8" CMU W1 HORIZONTAL PLAN NOTES: = � �_T_ = _ „ _ a - 1.) Provide anchor bolts, or "MAS etre a at all exterior wall locations. �� JOINT REINF. EVERY � � U �� JOINT REINF_ EVERY � � U �� p +'5 Ord O.C. UP TO OTHER COURSE' 4® O.G. UP to OTHER COURSE III—III—III—III—III—III—III—III—III—III a See the contract documents for all dimenslans and for complete details T-5" HIGH, 05 a 32" 2 -5" HIGH, �'5 6 32" -�_ �I — =�I �_ III—�1—]� p _ } } III—III—III-=III=III=III=III=III=III=III—I and locations of column and wall anchorage, typically_ O.G. FROM V-5" TO I O.G. FROM V-5" TO 5'-0" HIGH, TYP. Z 5'-011 HIGH, TYP- -1 I=—=1� - - 2.) Provide positive drainage For all breezeways, lanais, interior stairwells, 111!111—III- 61 III—III—III 61 and other locations as shown on Structural/Architectural drawings. 111-11 lit REMOVE SACK SIDE _ Provideslab depressions and elevation changes per the contract drawings, t _icall chit oR 16u WIDTH g yp y 9 CENTERED ON CA15LE, TYP, 3J Shot -in anchors shall have a maximum penetration into slab of 11/2" Shot -in and drilled and epoxied anchors shall be coordinated so as U < U +' 2 -*5 CONT. IN not to intersect post -tons loning tendons, typically. M 3'• C R. 3-05 CONT. w/ 04 a 24" 1 3" � � 3-05 CONT. w/ 04 1 24" WALL d FOOTING — CONT. E30ND O.C. TRANSVERSE, TYP. O.G. TRANSVERSE, TYP. BEAM. 4.) Slab sub rade shall be prepared per all foundation notes as shown on PER DETAIL, TYP. the contract drawings. p p 21-411 21-411 5,) Provide proper curing of slabs' aFter concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. ro.) Provide 11/2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tensioning Institute "Design and Construction of Post-Tansloned Concrete Slabs." Provide chairs at post-tenslonln i tendons suf flcient to maintain this specified concretes cover, typically_ e 2 6TEMWALL [DETAIL CAT C,45LE) 5TEMWAL L IDETAIL (AWA'r FROM C L ) ENE) THROUGH E3LCC< 1J Footing F-1" shall be 3'-0" X 3'-0" X 1'-0" deep, with 4-04 each way //�� bottom. Footing shall be monolithic with slab pour, typically. t • 34u = �� 6-53 " - 5 ALE: 1'/2" 1'-O" _ SCALE: 1 -rD SCALE: /4 - I'-0" �/ SG 8.) Tendons greater than 100 feet In leri!oth must be stressed from each end, typica I ly. Z Z 0 ►V r 0 U • T � d d- o �1 Jl n m L � n o let� 4 o w o CD CX)� U) W LL Q ?:o o U) I U) R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfield@worldnet.att.net �r 0 4 � 8 A !OB NO.: 00114 DRAWN KY.• RB.1 CHECKED BY. R05 APPROVEDDY. RLP �A1 OCI/12/00 SHEET i' q4(M FINAL INSPECTION REQUIRED /jib/y UFFICE � PLANS REVjr- CITY OF SANFORD SANFORD BUILDING DEPT, THE,�Au f6LAM, ANI --2 RKVIROVE.0 AND CONDITIONALLY At srt�r-ft-.Q i'Of2 F:aC{RMIT. A Pf'„;F PAI"r ME.31JF'D SHALL 6 kONSTRUED TO hl1 A kjl� i7 --NSE To F'RGC,FE�:C> WITH THE WORK /�P'{E? NOT A5 AUT QRIi Y TO VI©! ATL. ICANC:E:I.., AkiEi: , QR SET ASI ?,V.. ANY OF THE V'ROVP; iiQ,N`3 I' XHNICAL. C,C t 4" , NOR ---,HALL ;5,5UA,ytGE' PF A F i�PA17' PREVFN"P l:.t ti?+F:!_>lCL:L, i. f?EPF i'RWA "IHEF:EAF -EF: REOL.-AMN< A CC)RR c- 'I,OPJ EJF ERRORS ON THE. P LAN;,,,. CMF Is;S'FR4J'i;' ION �w� "IRJ City of Satliord Model Codes in Effect: Standard Brdfding Code 1997 ed. Standard Plumbing Code 1997 ed. Standard I t" Ode '1997 ec1. Natioi"i71 r':c (A)de, I(996 ed. Acle city Cr)de AMENOME NTS FL. Acces:JbiEity Cod?s 1997 FL. Energy Code 1997 PERMIT #