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Home My WebLink About2412 Chase Ave #17-620- NSFHJob Address: MAR X017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - 11-7— �Q 00 Documented Coilsfl-uctiou Valtic: $ �� oa . 0 IS �)— C h I- se, n- -v- e-, Parcel ID: 1 (n K -2-4, v },tl - Q HO 1 7 U Ilistoric District: Yes ❑ No Residential Commercial ❑ Type of Work: New M Add' i'tion ❑ Alliteration ❑ Repait---^❑ Deiiilo ❑ Change of Use ❑ Move❑ Description of Work:;(}, �(�UC"I 1 1`�t% 1nn.14 r,1 n, 1nn.pn CHASE AVENUE 99.33 SITE PLAN & DRAINAGE 1/8-1/-0// L - - ?()V�°� a Ok to construct single family residential structure as shown on plan. Meets area and dimension regulations for the SR -1 zoning district. Cil CJ CJ MAR R L1 L1 F -CONNECTOR SCHEDULE- 1, SHFllUl E U U U 5 FOR UPLIFT 0-1,450 LBS, USE SIMPSON META 16 TRUSS TO LINTEL 2. FOR UPLIFT 1451-2,900 USE (2) META 16 TRUSS TO LINTEL 3. A. FOR UPLIFT 2901-9250, 2 -PLY GIRDER TO LINTEL USE {-IGT-2 B. FOR UPLIFT 2901-9250, 3 -PLY GIRDER TO LINTEL USE HGT-3 M C. FOR UPLIFT 2901-9250, 4 -PLY GIRDER TO LINTEL USE HGT-4 E 7 20 10 TRUSS TO D❑UI 5. FOR UPLIFT 0-1,450 LBS, USE SIMPSON SPH4 'zl TOP PL AND BOTTOM PLATE TO STUD, w L1 j -LLLL.1LHG- P19 � zW H11 i j H13 H15 q W F- UP43 4 H17 3 I -T L <r ¢ QD a o � ~' Z Z � ¢ - I Com_ Z)~F! I I -- I H17 U ° _ H15 T � L3 H13 �LL) — I H11 I H9A bi0D HG7A F- Z Pa UY¢� F 1 a-H11B U J H9E3; ; [:J7 -l' J7 -) 1 H W g U j — -p —L CJ5A, { zq�W NA TAFr U U Cil < � 7 li WH z gLLij ¢ i WWW0- 3 1, FOR UPLIFT 0-1,450 LBS, USE SIMPSON META 16 TRUSS TO LINTEL 2. FOR UPLIFT 1451-2,900 USE (2) META 16 TRUSS TO LINTEL 3. A. FOR UPLIFT 2901-9250, 2 -PLY GIRDER TO LINTEL USE {-IGT-2 B. FOR UPLIFT 2901-9250, 3 -PLY GIRDER TO LINTEL USE HGT-3 M C. FOR UPLIFT 2901-9250, 4 -PLY GIRDER TO LINTEL USE HGT-4 4, FOR UPLIFT 0-1,450 LBS, USE SIMPSON HTS 20 10 TRUSS TO D❑UI 5. FOR UPLIFT 0-1,450 LBS, USE SIMPSON SPH4 FOR DOUBLE TOP PL AND BOTTOM PLATE TO STUD, CJs CA Cil U M Lf) 0 Lf) Co —a y U U U 6/12 U U U I a - 10 ° 2 18'4 - 348 F 1 r '" - FRAMING PLAN M SECTION ALFING SIDE O �— W r r UU Q) Q) Cr_ G •+-- 4- Q�W ON 0 I— O— o M ECil E Uw _ _ � N r — O— LL] r,rw -Cr) r (DLWC N E N -I- C) E 0 C U E OZ OYl (fl4-- - D O Q) CS U -)O W JOB NO: 95373 PACE NO: I n�7 I PROPERTY LINE f RN ;y T z F- 03 O M E- I r ? i I ;1 W �- q E w U W j � T r- a zW �!� J W j Lj q W F- UP43 4 3 o L <r ¢ QD a o � ~' Z Z � ¢ U �; W Com_ Z)~F! ZLj Z q UZ U ° T � L3 �LL) z bi0D F- Z Pa UY¢� Ld 's C1. J } H Q 1 H W g U Z z { zq�W < li WH z gLLij ¢ i WWW0- 3 TT=LL f RN z O M I ? i I ;1 w v 1 j ir �!� J r( •�• j QD RN O M ? i I ;1 w v 1 j Revision � D\ Response to Comments ❑ Pert -nit It/ ` Project Address: JUL 1`Q 20V Submittal Date A 09 Contact: Ph: t -i o-�_ be L_ 0 r7 6 S Fa.: Email: Trades encompassed in revision: ❑ 131.1ilding ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Tire Prevention ❑ Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax; 407.688.5152 Email: building@sanfordfl.gov General description of revision: lug ROUTING INf'ORMATION Approvals SF 7. 2 - / 7 H 03 F- r vj J W W Pa U W 0 = F- L, F O o q � Q Z J EJ UAT Z LLj CJRik J W O j F Z Pa LJ q u <1I �¢ Ej } > H W 0 U Z z Z WW l¢7 0 J W W o ¢ W Z R PEI (Ij J WWW0 3 :c = T W I- F- F- Q V W W b O ci Q ��Qw n� X17 r��W W x Q W w PAGE N11, 2 OF 5 DATES 12-7-16 DRAWN BY W, PAIGE W U N r-, Wit' C� W H C/� Revision Response to Comments ❑ S � Permit # 1 *7 62,0 Project Address: 9- L(1 Z contact: C, 2:e(uj !J �``0 5�`( Yip C,. —S Ph: �t q- 6 c%2- Fax: — Email: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date -d"d17 C_�s.0-- r'),� � 5 Trades encompassed in revision: ❑ Building .® Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: f L -R �J I �412-, CJ ns q , cry -v--, ROUTING INFORMATION Approvals ❑ BUitding 5F 7. 2,G • t 7 Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention General description of revision: f L -R �J I �412-, CJ ns q , cry -v--, ROUTING INFORMATION Approvals ❑ BUitding 5F 7. 2,G • t 7 CV 1 60 0 I d - 13'-2" C7 m DINING ROOM cU 9'-4 CEILING bi Cori o W Cu il Ctj CU FAMILY ROOM 9'-4 CEILING 16'-0" (2) 25 S,H. LINTEL M-11 23.2 -29.3 `.J KITCHEN C:) Q 9'-4 CEILING 7D.W. N6:,/ O,7 PLANT SHELF 8,-8„ a H CU co NOOK co cU h 4068 BI-FLD E. PANEL A.H. w (y)D (� 2868 S,C, W/CL❑SURE 6'_0„ 6'-4„ a In I Cu GARAGE 9'-4 CEILING 17'-0" 3080 LINTEL M-4 23.2 -29. 23.2 -29.3 16'-0" W X 7'-0" HIGH GARAGE DOOR LINTEL M-24 LINTEL M-10 3'-10" 6'-2" 16,-4" 34'-8" 16' X 16' BLK/ COL, POURED SOLID WITH 1 N❑.5 BAR FL11nR P HOOKED INTO FOUNDATION, 1/4'=1'-0' Q 00 COMP. SQ. F1111T TABULATI❑NS LIVING AREA 34'-8" GARAGE 360 SQ, FT, ENTRY 24 SQ, FT, TOTAL 1816 SQ. FT. OPTIONAL 8'-10" 4'-4" 6 10'-3" (ii D OTR�NELDE AT cc S - SOLID LINTEL & LOWER LINTEL CAVITY 66 ^A^ BAR, (MAIN REINF.) s !Q SEE SCHEDULE [ 8X16 -P- I L/ I U]7 (PLF) "B" BARS - SEE SCHEDULE w CIO L1. 5,8• NOTES: MINIMUM COVERAGE OF STEEL - 15' NOMINAL WIDTH QUANTITY OF #5 BAR AT 25 S.H. EGRESS NOMINAL HEIGHT 25 S.H. EGRESS 25 S.H. EGR SS TYPICAL LINTEL SECTION PRECAST CONCRETE ENGINEERING SPECIFICATIONS: 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM LINTEL M-4 THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING %NEAR AND MOMENT FOR'fHE LISTED LINTELS. LINTEL M-4 LINTEL M-4 RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. �- . --. . - . - . � 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 1.2 BUILDING CODE REQUIREMEN rS FOR REINFORCED SPECIFICATION OF THE NATIONAL CONCRETE MASONRY, ASSOCIATION AND ACI 630-02. 23.2 -29.3 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 23.2 •-29,3 23.2 -2 .3 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 2,1.1 PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI MIN. 4' PER THE FLORIDA BUILDING CODE 2014 2.1.2 PRECAST W)PRESTRESS REINFORCEMENT -6000 PSI MIN. SOLID 2.1.3. GROUT PER ASTM C476 - 3000 PSI W7 MAX. 18" 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR 37" W X 63" H SPAN THEY SHALL BE PROVIDED A TEMPORARY $UPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED 37" W X 63" H UNTIL 2 DAYS AFTER GROUT PLACEMENT. BARS SOLID SOLID #5(1)U(0)L SOLID a Q a #5(1)U(0)L 107-4, #5(1)U(1)L 14'-0" A BAR B BAR DETAIL H DETAIL J DETAIL H& J DETAIL K M-1 2'-10" 1'-6" Precast 2 3 2 2 NONE 10000 10000 10000 10000 M-2 3'-6" 2'-2" Precast 2 CU H� 1 (� 2 CD BEDROOM 3 I MASTER BEDROOM 10000 _ 10000 10000 M-3 4'-0" 2'-8" Precast 2 3 1 9'-4 CEILING r, Q` 9'-4 CEILING NONE 4267 10000 8739 10000 6 H 3'-2" Precast .-a 3 2 2 NONE _EO 3211 9167 ao CU M-5 4'-8" 3'-4" Precast 2 3 CU 2 NE2944 OJ 6049 10000 M-6 5'-4" 4'-0" Precast 2 3 2 3 NONE 4823 6437 4427 7041 57 5'-10" a Ca Precast 2 3 � 3 NONE 3923 5015 3600 5430 M-8 6'-4" 5'-0" Precast 2 3 2 4 NONE 4175 4175 2982 4411 M-9 6'-6" 5'-2" Precast 2 3 2 4 2668 NONE 3934 3934 2810 4151 a m tri 5'-8" Precast 2668 2068 a 2 4 NONE 3719 3719 D[uQEF a CU m h 7'-6" BI-FLD , �2 2 3 2 4 NONE 2917 w1 2030 a o M-12 7'-8" 6'-4" Precast2 3 2 10 Cu 6- 2796 2796 r 2068 37_2" M-13 8'-0" 6'-8" Precast 2 3 2 4 NONE BI-FLD 25811754 O M-14 CD 7'-0" Precast 2 3 2 4 2668 NONE '-4" 3'-0"t-2-4 " 2506 M-15 9'-4" W-0" Precast 2 3 4'-10" 4'- 0" 4 NONE 1969 1969 1238 2055 M-16 10'-6" 9'-2" 25 S.H. EGRESS 3 ATHROOM 2668 4 8 NONE BEDROOM 4 a N 947 1695 LINTEL M-4 10'-0" Precast 2 3 2 9'-4 CEILING NONE 1455 1455 232 -29.3 M-18 12'-0" 10'-8" 2068 a 3 2 o NONE 37 W X 63 Ii 691 1379 M-19 j-FLD � o 1 Precast 2 3 2 5 I� NONE 1257 1257 634 1298 M-20 13'-4" 12'-0" Precast 2 In o BEDROOM 2 NONE 1144 1144 545 1129 M-21 14'-0" 12'-8" I -' 9'-4 CEILING #5 NONE 1101 1066 486 1012 M-22 Cu 13'-4" Prestressed 2 O 2 4 NONE 1234 1234 571 1126 M-23 15'-4" 14'-0" a 2 3 2 2668 NONE 1160 1160 520. 1026 M-24 17'-4" 16'-0" REF. 2) #3 2 4 c� NONE 982 10'--Ou 403 794 M-25 18'-4" 17'-0" Prestressed 2 3 2 5 13'-2" C7 m DINING ROOM cU 9'-4 CEILING bi Cori o W Cu il Ctj CU FAMILY ROOM 9'-4 CEILING 16'-0" (2) 25 S,H. LINTEL M-11 23.2 -29.3 `.J KITCHEN C:) Q 9'-4 CEILING 7D.W. N6:,/ O,7 PLANT SHELF 8,-8„ a H CU co NOOK co cU h 4068 BI-FLD E. PANEL A.H. w (y)D (� 2868 S,C, W/CL❑SURE 6'_0„ 6'-4„ a In I Cu GARAGE 9'-4 CEILING 17'-0" 3080 LINTEL M-4 23.2 -29. 23.2 -29.3 16'-0" W X 7'-0" HIGH GARAGE DOOR LINTEL M-24 LINTEL M-10 3'-10" 6'-2" 16,-4" 34'-8" 16' X 16' BLK/ COL, POURED SOLID WITH 1 N❑.5 BAR FL11nR P HOOKED INTO FOUNDATION, 1/4'=1'-0' Q 00 COMP. SQ. F1111T TABULATI❑NS LIVING AREA 1432 SQ. FT. GARAGE 360 SQ, FT, ENTRY 24 SQ, FT, TOTAL 1816 SQ. FT. DENOTES MASONRY DOWNPOUR WITH I NO.5 BAR HOOKED INTO FOUNDATION AT ALL CORNERS AND ON BOTH SIDES OF EACH OPENING AND 48' Q.C. INTERMEDIATE, PLUMBING RISER N.T.S. _ CASCRETE TABLE 2' VENT WASHER 3000 PSI CONC. FILL TOP BARS: TO (CONCRETE PLACED (SEE SCHED,) RECESSED II'J IN FIELD) 7 TYPE DESIGNATION #5coNTINUOUS CC/D � g OPTIONAL P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 6 FOR (ii D OTR�NELDE AT cc S - SOLID LINTEL & LOWER LINTEL CAVITY 66 ^A^ BAR, (MAIN REINF.) s !Q SEE SCHEDULE [ 8X16 -P- I L/ I U]7 (PLF) "B" BARS - SEE SCHEDULE w CIO L1. 5,8• NOTES: MINIMUM COVERAGE OF STEEL - 15' NOMINAL WIDTH QUANTITY OF #5 BAR AT 3. S ANDAARD FOREQUIRED RE(INFESTEEL - ASTM A615 NOMINAL HEIGHT UPPER LINTEL CAVITY LINTELS TYPICAL LINTEL SECTION PRECAST CONCRETE ENGINEERING SPECIFICATIONS: 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM FIELD) ASTM A615 (GRADE 40). THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING %NEAR AND MOMENT FOR'fHE LISTED LINTELS. 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT. RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. GENERAL NOTES: 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 1.) CODES 1.1 FLORIDA BUILDING CODE 2014. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 1.2 BUILDING CODE REQUIREMEN rS FOR REINFORCED SPECIFICATION OF THE NATIONAL CONCRETE MASONRY, ASSOCIATION AND ACI 630-02. CONCRETE (ACI 318-02). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. LOAD$ FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-06). 4) STRUCTURAL: 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 2,1.1 PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI MIN. 4' PER THE FLORIDA BUILDING CODE 2014 2.1.2 PRECAST W)PRESTRESS REINFORCEMENT -6000 PSI MIN. SOLID 2.1.3. GROUT PER ASTM C476 - 3000 PSI W7 MAX. 18" 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR AGGERATE, 8'• TO 11" SLUMP, 2.2 REINFORCING BARS: SPAN THEY SHALL BE PROVIDED A TEMPORARY $UPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF UNTIL 2 DAYS AFTER GROUT PLACEMENT. PLUMBING RISER N.T.S. _ CASCRETE TABLE 2' VENT WASHER SPECIAL NE-1EI RECORD COPY ALL SHOWERS TO 3E RECESSED II'J TABLE No. 4 CC/D � g 2, SEE PAGE 6 of 6 FOR REINFORCING SCHEDULE & LOAD CAPACITIES 66 s SAFE WORKING LOADS (PLF) w Cn � w i" w CIO 8" x 16" COMPOSITE LINTELS MARK LINTEL CLEAR LINTEL LINTEL LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD NO. LENGTH SPAN TYPE TOP BOTTOM SOLID BARS BARS SOLID SOLID #5(1)U(0)L SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L A BAR B BAR DETAIL H DETAIL J DETAIL H& J DETAIL K M-1 2'-10" 1'-6" Precast 2 3 2 2 NONE 10000 10000 10000 10000 M-2 3'-6" 2'-2" Precast 2 3 2 2 NONE 5931 10000 _ 10000 10000 M-3 4'-0" 2'-8" Precast 2 3 2 2 NONE 4267 10000 8739 10000 M-4 4'-6" 3'-2" Precast 2 3 2 2 NONE _EO 3211 9167 6592 10000 M-5 4'-8" 3'-4" Precast 2 3 2 2 NE2944 8414 6049 10000 M-6 5'-4" 4'-0" Precast 2 3 2 3 NONE 4823 6437 4427 7041 M-7 5'-10" 4'-6" Precast 2 3 2) 3 NONE 3923 5015 3600 5430 M-8 6'-4" 5'-0" Precast 2 3 2 4 NONE 4175 4175 2982 4411 M-9 6'-6" 5'-2" Precast 2 3 2 4 NONE 3934 3934 2810 4151 M-10 6'-8" 5'-8" Precast 2 3 2 4 NONE 3719 3719 2653 3919 M-11 7'-6" 6'-2" Precast 2 3 2 4 NONE 2917 2917 2030 3060 M-12 7'-8" 6'-4" Precast2 3 2 4 NONE 2796 2796 1932 2931 M-13 8'-0" 6'-8" Precast 2 3 2 4 NONE 2581 25811754 2702 M-14 8'-4" 7'-0" Precast 2 3 2 4 NONE 2396 2396 1600 2506 M-15 9'-4" W-0" Precast 2 3 2 4 NONE 1969 1969 1238 2055 M-16 10'-6" 9'-2" Precast 2 3 2 4 NONE 1627 1627 947 1695 M-17 11'-4" 10'-0" Precast 2 3 2 5 NONE 1455 1455 795 1504 M-18 12'-0" 10'-8" Precast 2 3 2 5 NONE 1335 1335 691 1379 M-19 12'-6" 11'-2" Precast 2 3 2 5 NONE 1257 1257 634 1298 M-20 13'-4" 12'-0" Precast 2 3 2 5 NONE 1144 1144 545 1129 M-21 14'-0" 12'-8" Precast 2 32) #5 NONE 1101 1066 486 1012 M-22 14'-8" 13'-4" Prestressed 2 3 2 4 NONE 1234 1234 571 1126 M-23 15'-4" 14'-0" Prestressed 2 3 2 4 NONE 1160 1160 520. 1026 M-24 17'-4" 16'-0" Prestressed 2) #3 2 4 NONE 982 982 403 794 M-25 18'-4" 17'-0" Prestressed 2 3 2 5 NONE 849 849 321 633 M-26 20'-0" 18'-8" Prestressed _(2)_13 2 5 NONE 812 812 299 590 M-27 21'-4" 20'-0" Prestressed (2)__#3 (2) #5 NONE 746 746 262 516 M-28 22'-0" 20'-8" Prestressed 2 3 2 5 NONE 717 717 245 484 M-29 24'-0" 22'-8" Prestressed (2)-#3 L 5 NONE 640 640 205 405 SPECIAL NE-1EI RECORD COPY ALL SHOWERS TO 3E RECESSED II'J SLAB G'' w CC/D � g 2, SEE PAGE 6 of 6 FOR F DETAILS, v w CC/D � g X AA n d" N C/D 66 s Q w Cn � w i" w CIO v w CC/D � g X AA n d" N C/D 66 C/D Q w Cn � w i" w CIO CC/D � g X d" N C/D 66 C/D Q